{"id":51,"date":"2024-12-06T22:28:02","date_gmt":"2024-12-06T22:28:02","guid":{"rendered":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/?page_id=51"},"modified":"2025-01-15T00:20:00","modified_gmt":"2025-01-15T00:20:00","slug":"research","status":"publish","type":"page","link":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/research\/","title":{"rendered":"Research"},"content":{"rendered":"\n<div class=\"wp-block-cover alignfull is-light has-custom-content-position is-position-bottom-left\" style=\"margin-top:0;padding-top:5vw;padding-right:5vw;padding-bottom:5vw;padding-left:5vw;min-height:289px;aspect-ratio:unset;\"><span aria-hidden=\"true\" class=\"wp-block-cover__background has-custom-color-1-background-color has-background-dim-60 has-background-dim\"><\/span><img loading=\"lazy\" decoding=\"async\" width=\"1440\" height=\"1080\" class=\"wp-block-cover__image-background wp-image-902\" alt=\"\" src=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/landslide_repair_coastal_erosion_result.jpg\" style=\"object-position:42% 38%\" data-object-fit=\"cover\" data-object-position=\"42% 38%\" srcset=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/landslide_repair_coastal_erosion_result.jpg 1440w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/landslide_repair_coastal_erosion_result-300x225.jpg 300w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/landslide_repair_coastal_erosion_result-1024x768.jpg 1024w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/landslide_repair_coastal_erosion_result-768x576.jpg 768w\" sizes=\"auto, (max-width: 1440px) 100vw, 1440px\" \/><div class=\"wp-block-cover__inner-container is-layout-flow wp-block-cover-is-layout-flow\">\n<div class=\"wp-block-group wp-container-content-9cfa9a5a is-vertical is-nowrap is-layout-flex wp-container-core-group-is-layout-5a06193f wp-block-group-is-layout-flex\" style=\"margin-top:0;margin-bottom:0\">\n<p class=\"has-text-align-left has-custom-yellowish-color has-text-color has-system-sans-serif-font-family\" style=\"font-size:clamp(2.46rem, 2.46rem + ((1vw - 0.2rem) * 3.567), 4.6rem);font-style:italic;font-weight:300;letter-spacing:-4px;line-height:1.3;text-transform:none\">Research<\/p>\n\n\n\n<p class=\"has-text-align-left has-base-2-color has-text-color has-libre-franklin-font-family\" style=\"font-size:clamp(2.754rem, 2.754rem + ((1vw - 0.2rem) * 4.243), 5.3rem);font-style:italic;font-weight:600;letter-spacing:-4px;line-height:0.8;text-transform:none\">Landslide Hazards<\/p>\n<\/div>\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-group alignfull has-custom-gray-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-602c239d wp-block-group-is-layout-constrained\" style=\"padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--50);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--50)\">\n<div class=\"wp-block-columns alignwide is-layout-flex wp-container-core-columns-is-layout-44c9e9db wp-block-columns-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<div class=\"wp-block-column is-vertically-aligned-top is-layout-flow wp-container-core-column-is-layout-8a368f38 wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p class=\"has-contrast-color has-text-color has-link-color wp-elements-fb0f1a0301b9da57fe6708a36225bc5c\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0;font-size:clamp(0.984rem, 0.984rem + ((1vw - 0.2rem) * 0.86), 1.5rem);line-height:1.3\">From cutting-edge technologies like lidar-based mapping tools and real-time surface monitoring to in-depth analyses of landslide susceptibility and post-fire impacts, our research projects tackle real-world challenges with lasting impact. Through collaboration with industry sponsors, state and federal agencies, international organizations and interdisciplinary teams, we strive to develop tools, methods, and insights that drive progress in hazard mitigation and environmental stewardship.<\/p>\n\n\n\n<div class=\"wp-block-buttons is-content-justification-center is-layout-flex wp-container-core-buttons-is-layout-e511ce0b wp-block-buttons-is-layout-flex\" style=\"margin-top:var(--wp--preset--spacing--30);margin-bottom:var(--wp--preset--spacing--30)\">\n<div class=\"wp-block-button is-style-fill\"><a class=\"wp-block-button__link has-custom-blue-background-color has-background wp-element-button\" href=\"#research\" style=\"box-shadow:var(--wp--preset--shadow--natural)\">Research<\/a><\/div>\n\n\n\n<div class=\"wp-block-button is-style-fill\"><a class=\"wp-block-button__link has-custom-blue-background-color has-background wp-element-button\" href=\"#products\" style=\"box-shadow:var(--wp--preset--shadow--natural)\">Products<\/a><\/div>\n\n\n\n<div class=\"wp-block-button is-style-fill\"><a class=\"wp-block-button__link has-custom-blue-background-color has-background wp-element-button\" href=\"#publications\" style=\"box-shadow:var(--wp--preset--shadow--natural)\">Publications &amp; Media<\/a><\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-vertically-aligned-center is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<figure class=\"wp-block-image size-full has-custom-border\"><img loading=\"lazy\" decoding=\"async\" width=\"1920\" height=\"673\" src=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/lidar_change_result.jpg\" alt=\"\" class=\"wp-image-903\" style=\"border-style:none;border-width:0px;border-radius:0.5rem\" srcset=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/lidar_change_result.jpg 1920w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/lidar_change_result-300x105.jpg 300w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/lidar_change_result-1024x359.jpg 1024w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/lidar_change_result-768x269.jpg 768w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/lidar_change_result-1536x538.jpg 1536w\" sizes=\"auto, (max-width: 1920px) 100vw, 1920px\" \/><\/figure>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group alignfull has-custom-blue-background-color has-background is-layout-flow wp-block-group-is-layout-flow\" style=\"margin-top:0;margin-bottom:0;padding-top:0;padding-right:0;padding-bottom:0;padding-left:0;background-position:100% 100%;background-repeat:no-repeat;background-size:450px;\">\n<div class=\"wp-block-cover has-aspect-ratio\" style=\"margin-top:0;margin-bottom:0;padding-top:var(--wp--preset--spacing--50);padding-right:var(--wp--preset--spacing--60);padding-bottom:var(--wp--preset--spacing--50);padding-left:var(--wp--preset--spacing--60);box-shadow:var(--wp--preset--shadow--natural);aspect-ratio:auto;min-height:unset;\" id=\"research\"><span aria-hidden=\"true\" class=\"wp-block-cover__background has-custom-color-1-background-color has-background-dim-60 has-background-dim\"><\/span><img loading=\"lazy\" decoding=\"async\" width=\"1920\" height=\"818\" class=\"wp-block-cover__image-background wp-image-359\" alt=\"\" src=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/topographyUntitled-design-9_result.png\" style=\"object-position:100% 0%\" data-object-fit=\"cover\" data-object-position=\"100% 0%\" srcset=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/topographyUntitled-design-9_result.png 1920w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/topographyUntitled-design-9_result-300x128.png 300w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/topographyUntitled-design-9_result-1024x436.png 1024w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/topographyUntitled-design-9_result-768x327.png 768w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/topographyUntitled-design-9_result-1536x654.png 1536w\" sizes=\"auto, (max-width: 1920px) 100vw, 1920px\" \/><div class=\"wp-block-cover__inner-container is-layout-flow wp-block-cover-is-layout-flow\">\n<h2 class=\"wp-block-heading alignwide is-style-default has-custom-yellowish-color has-text-color has-link-color has-system-sans-serif-font-family wp-elements-0e64dd9fbbd3a8ddfbc0f8f9eac717fe\" style=\"font-style:normal;font-weight:600\"><em>Our Work<\/em><\/h2>\n\n\n\n<h1 class=\"wp-block-heading has-base-2-color has-text-color has-link-color wp-elements-52ce9366470c5f1a04546c2a32f8bad3\" style=\"padding-top:var(--wp--preset--spacing--10);padding-bottom:var(--wp--preset--spacing--10)\"><strong>Research Projects &amp;<br>Products<\/strong><\/h1>\n\n\n\n<div class=\"wp-block-columns alignwide is-layout-flex wp-container-core-columns-is-layout-44c9e9db wp-block-columns-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\"><\/div>\n<\/div>\n<\/div><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-global-padding is-layout-constrained wp-container-core-group-is-layout-071fe3a8 wp-block-group-is-layout-constrained\">\n<div style=\"margin-top:0;margin-bottom:0;height:51px;width:195px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<div class=\"wp-block-group is-layout-flow wp-container-core-group-is-layout-063316c8 wp-block-group-is-layout-flow\" style=\"margin-bottom:var(--wp--preset--spacing--20);padding-top:0;padding-bottom:0\">\n<h4 class=\"wp-block-heading has-custom-blue-color has-text-color has-link-color wp-elements-a10eb4394ffee7964c3b3c7f69e1508b\" style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\"><strong>Current and Past<\/strong><\/h4>\n\n\n\n<h2 class=\"wp-block-heading has-text-align-left has-custom-color-1-color has-text-color has-xx-large-font-size\" style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\"><strong>Projects<\/strong><\/h2>\n<\/div>\n\n\n\n<div class=\"wp-block-group is-layout-grid wp-container-core-group-is-layout-41c0af66 wp-block-group-is-layout-grid\" style=\"padding-top:var(--wp--preset--spacing--30);padding-right:var(--wp--preset--spacing--30);padding-bottom:var(--wp--preset--spacing--30);padding-left:var(--wp--preset--spacing--30)\">\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-5f3f27ca wp-block-group-is-layout-constrained\" style=\"border-width:2px;margin-top:0;margin-bottom:0;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\">Near Real-Time of Deep-Seated Landslides using<strong> GNSS Surface Monitoring <\/strong><\/h3>\n\n\n\n<p>Sponsors: ODOT<br><em>2023-Present<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-5f3f27ca wp-block-group-is-layout-constrained\" style=\"border-width:2px;margin-top:0;margin-bottom:0;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong>Post-Fire Controls on Landslides in Debris Flows in the Pacific Northwest<\/strong><\/h3>\n\n\n\n<p>Sponsors: ODOT, AFRI<br><em>2021-Present<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-c385debf wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong>Seismic Rockfall Hazard Analysis<\/strong><\/h3>\n\n\n\n<p>Sponsors: ODOT, PacTrans<br><em>2017-Present<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-c385debf wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong><strong><strong>Landslide Susceptibility from Precipitation and Seismicity<\/strong><\/strong><\/strong><\/h3>\n\n\n\n<p>Sponsor: NSF, ODOT, USDA<br><em>2017-Present<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-c385debf wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong><strong><strong><strong>Assessment of Coastal Landslides<\/strong><\/strong><\/strong><\/strong><\/h3>\n\n\n\n<p>Sponsor: ODOT<br><em>2016-Present<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-c385debf wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong><strong><strong><strong><strong>Landslide Inventorying using Lidar&nbsp;<\/strong><\/strong><\/strong><\/strong><\/strong><\/h3>\n\n\n\n<p>Sponsors: ODOT, USFS<br><em>2015-2019<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-content-justification-center is-layout-constrained wp-container-core-group-is-layout-d1cd99d5 wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong><strong><strong><strong><strong><strong>Geomechanics and Geosynthetics<\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/h3>\n\n\n\n<p>Sponsors: Presto Geosystems, GSI, Self-Study<br><em>Ongoing<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background has-global-padding is-content-justification-center is-layout-constrained wp-container-core-group-is-layout-d1cd99d5 wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong><strong><strong><strong><strong><strong><strong>Assessment of Forestry Equipment Stability on Steep Slopes and Weak Soils<\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/h3>\n\n\n\n<p>Sponsors: NIH, USFS<br><em>2015<\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background wp-container-content-60aa2092 has-global-padding is-content-justification-center is-layout-constrained wp-container-core-group-is-layout-d1cd99d5 wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong><strong><strong><strong><strong><strong><strong><strong>Forestry, Energy, Management and Conservation<\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/h3>\n\n\n\n<p>Sponsors: OSU<br><em>2014<\/em><\/p>\n\n\n\n<p><em> <\/em><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-base-background-color has-background wp-container-content-60aa2092 has-global-padding is-content-justification-center is-layout-constrained wp-container-core-group-is-layout-d1cd99d5 wp-block-group-is-layout-constrained\" style=\"border-width:2px;padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20);box-shadow:var(--wp--preset--shadow--shadow-1)\">\n<h3 class=\"wp-block-heading\"><strong><strong><strong><strong><strong><strong><strong>Assessment of Forestry Equipment Stability on Steep Slopes and Weak Soils<\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/h3>\n\n\n\n<p>Sponsors: NIH, USFS<br><em>2015<\/em><\/p>\n\n\n\n<p><em> <\/em><\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div style=\"height:40px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<div class=\"wp-block-group alignwide has-custom-gray-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-f5f56742 wp-block-group-is-layout-constrained\" style=\"padding-top:var(--wp--preset--spacing--20);padding-right:var(--wp--preset--spacing--20);padding-left:var(--wp--preset--spacing--20)\">\n<h1 class=\"wp-block-heading alignwide has-custom-color-1-color has-text-color has-xx-large-font-size\" id=\"products\" style=\"margin-bottom:var(--wp--preset--spacing--20)\">Products<\/h1>\n\n\n\n<div class=\"wp-block-columns alignwide is-layout-flex wp-container-core-columns-is-layout-daa034d2 wp-block-columns-is-layout-flex\" style=\"margin-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--10);padding-left:var(--wp--preset--spacing--10)\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"padding-top:var(--wp--preset--spacing--20);padding-right:0;padding-bottom:var(--wp--preset--spacing--20);padding-left:0\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"540\" height=\"536\" src=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/SICCM-Toolbox-Coverimage.001.jpeg\" alt=\"\" class=\"wp-image-219\" style=\"box-shadow:var(--wp--preset--shadow--shadow-1)\" srcset=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/SICCM-Toolbox-Coverimage.001.jpeg 540w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/SICCM-Toolbox-Coverimage.001-300x298.jpeg 300w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/SICCM-Toolbox-Coverimage.001-150x150.jpeg 150w\" sizes=\"auto, (max-width: 540px) 100vw, 540px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-container-core-column-is-layout-22223934 wp-block-column-is-layout-flow\">\n<h2 class=\"wp-block-heading has-text-color has-extra-small-font-size\" style=\"color:#000000\"><strong>Scarp Identification and Contour Connection Method (SICCM)<\/strong><\/h2>\n\n\n\n<p class=\"has-text-color has-extra-small-font-size\" style=\"color:#000000\">Streamline landslide mapping with the Scarp Identification and Contour Connection Method (SICCM). This semi-automated tool harnesses lidar DEM imagery to enhance accuracy and efficiency in landslide inventorying. Perfect for municipalities and geologists seeking to assess risks over large areas.<\/p>\n\n\n\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\" style=\"padding-top:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20)\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/blogs.oregonstate.edu\/leshchinsky\/siccm\/\">View More Information<\/a><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div style=\"height:86px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<div class=\"wp-block-columns alignwide is-layout-flex wp-container-core-columns-is-layout-daa034d2 wp-block-columns-is-layout-flex\" style=\"margin-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--10);padding-left:var(--wp--preset--spacing--10)\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"padding-top:var(--wp--preset--spacing--20);padding-right:0;padding-bottom:var(--wp--preset--spacing--20);padding-left:0\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"1286\" height=\"634\" src=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2025\/01\/image.png\" alt=\"\" class=\"wp-image-1504\" style=\"box-shadow:var(--wp--preset--shadow--shadow-1)\" srcset=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2025\/01\/image.png 1286w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2025\/01\/image-800x394.png 800w, https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2025\/01\/image-768x379.png 768w\" sizes=\"auto, (max-width: 1286px) 100vw, 1286px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-container-core-column-is-layout-22223934 wp-block-column-is-layout-flow\">\n<h2 class=\"wp-block-heading has-text-color has-extra-small-font-size\" style=\"color:#000000\"><strong><strong>AASHTO Bearing Capacity on Slopes<\/strong><\/strong><\/h2>\n\n\n\n<p class=\"has-text-color has-extra-small-font-size\" style=\"color:#000000\">Calculator for Interpolating Bearing Capacity Coefficients for Footings on Slopes. Corresponds to AASHTO Code and Leshchinsky (2015) and Leshchinsky and Xie (2016).<\/p>\n\n\n\n<div class=\"wp-block-buttons is-content-justification-left is-layout-flex wp-container-core-buttons-is-layout-92a33737 wp-block-buttons-is-layout-flex\" style=\"padding-top:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20)\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2025\/01\/revised_tables_spreadsheet_protected.xlsx\" target=\"_blank\" rel=\"noreferrer noopener\">Find the spreadsheet here  -&gt;<\/a><\/div>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div style=\"height:86px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group alignfull has-custom-blue-background-color has-background is-layout-flow wp-block-group-is-layout-flow\" id=\"publications\" style=\"margin-top:0;margin-bottom:0;padding-top:0;padding-right:0;padding-bottom:0;padding-left:0;background-position:100% 100%;background-repeat:no-repeat;background-size:450px;\">\n<div class=\"wp-block-cover has-parallax has-aspect-ratio\" style=\"margin-top:0;margin-bottom:0;padding-top:var(--wp--preset--spacing--50);padding-right:var(--wp--preset--spacing--60);padding-bottom:var(--wp--preset--spacing--50);padding-left:var(--wp--preset--spacing--60);box-shadow:var(--wp--preset--shadow--natural);aspect-ratio:auto;min-height:unset;\" id=\"research\"><span aria-hidden=\"true\" class=\"wp-block-cover__background has-custom-color-1-background-color has-background-dim-70 has-background-dim\"><\/span><div class=\"wp-block-cover__image-background wp-image-704 has-parallax\" style=\"background-position:50% 50%;background-image:url(https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/Untitled-design-3.png)\"><\/div><div class=\"wp-block-cover__inner-container is-layout-flow wp-block-cover-is-layout-flow\">\n<h2 class=\"wp-block-heading alignwide is-style-default has-custom-yellowish-color has-text-color has-link-color has-system-sans-serif-font-family wp-elements-1f67d95d615a13dab3c7ae151997e711\" style=\"font-style:normal;font-weight:600\"><em>Our Publications<\/em><\/h2>\n\n\n\n<h1 class=\"wp-block-heading has-base-2-color has-text-color has-link-color wp-elements-3df3fcc2747c4e71e58c8ef89fc03462\" style=\"padding-top:var(--wp--preset--spacing--10);padding-bottom:var(--wp--preset--spacing--10)\"><strong><strong>Refereed Journal Articles<\/strong><\/strong> <\/h1>\n\n\n\n<p><strong><strong>(Published and In-Press)<\/strong><\/strong><\/p>\n\n\n\n<div class=\"wp-block-columns alignwide is-layout-flex wp-container-core-columns-is-layout-44c9e9db wp-block-columns-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\"><\/div>\n<\/div>\n<\/div><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group is-layout-flow wp-block-group-is-layout-flow\">\n<div class=\"wp-block-group has-base-2-color has-custom-blue-background-color has-text-color has-background has-link-color has-medium-font-size wp-elements-2fad0a3caf8949b19f4ab5c0a333114b is-layout-flow wp-container-core-group-is-layout-2e6394a4 wp-block-group-is-layout-flow\" style=\"padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--40);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--40)\">\n<table id=\"tablepress-1\" class=\"tablepress tablepress-id-1\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Year<\/th><th class=\"column-2\">Authors<\/th><th class=\"column-3\">Title<\/th><th class=\"column-4\">Journal\/Source<\/th><th class=\"column-5\">Details<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">2023<\/td><td class=\"column-2\">Woodard Jacob Bryson, Mirus B. B., Crawford M. M., Or D., <strong>Leshchinsky B.<\/strong> A., Allstadt K. E., Wood N. J.<\/td><td class=\"column-3\">Mapping Landslide Susceptibility Over Large Regions with Limited Data<\/td><td class=\"column-4\">Journal of Geophysical Research: Earth Surface<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">2023<\/td><td class=\"column-2\">Jones T., Cartwright T., Abed M., Tardif M., Robinson L., Wurst P., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Developing Systems-Level Criteria for Evaluating Performance of Horizontal Drains toward Landslide Mitigation: Case Study of the US20 Pioneer<\/td><td class=\"column-4\"><\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">2023<\/td><td class=\"column-2\">Olsen Michael J., Massey C., <strong>Leshchinsky B.<\/strong>, Wartman J., Senogles A.<\/td><td class=\"column-3\">Forecasting post-earthquake rockfall activity<\/td><td class=\"column-4\">Journal of Applied Geodesy<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">2023<\/td><td class=\"column-2\">Artruc T., Tullos D., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Effects of drawdown scenario on retrogressive lateral erosion in a reservoir<\/td><td class=\"column-4\">JAWRA Journal of the American Water Resources Association<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">2022<\/td><td class=\"column-2\">Alberti Stefano, <strong>Leshchinsky B.<\/strong>, Roering J., Perkins J., Olsen M. J.<\/td><td class=\"column-3\">Inversions of landslide strength as a proxy for subsurface weathering<\/td><td class=\"column-4\">Nature Communications<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">2022<\/td><td class=\"column-2\">Senogles A., Olsen M. J., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">SlideSim: 3D Landslide Displacement Monitoring through a Physics-Based Simulation Approach to Self-Supervised Learning<\/td><td class=\"column-4\">Remote Sensing<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">2022<\/td><td class=\"column-2\">Massey C. I., Olsen M. J., Wartman J., Senogles A., Lukovic B., <strong>Leshchinsky B.<\/strong> A.<\/td><td class=\"column-3\">Rockfall activity rates before during and after the 2010\/2011 Canterbury earthquake sequence<\/td><td class=\"column-4\">Journal of Geophysical Research: Earth<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">2022<\/td><td class=\"column-2\">Alberti S., Olsen M. J., Allan J., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Feedback thresholds between coastal retreat and landslide activity<\/td><td class=\"column-4\">Engineering Geology<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">2022<\/td><td class=\"column-2\">Xu Y., Lu Z., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Kinematics of Irrigation-Induced Landslides in a Washington Desert: Impacts of Basal Geometry<\/td><td class=\"column-4\">Journal of Geophysical Research: Earth Surface<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Olsen M. J., Senogles A., <strong>Leshchinsky B.<\/strong>, Massey C., Archibald G., Wartman J.<\/td><td class=\"column-3\">Rockfall activity rates following the Canterbury New Zealand Earthquake Sequence<\/td><td class=\"column-4\">Earthquake Geotechnical Engineering for Protection and Development<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">2016<\/td><td class=\"column-2\">Xie Y., <strong>Leshchinsky B.<\/strong>, Ganesh R., Sahoo J. P.<\/td><td class=\"column-3\">Discussion: Active earth pressures from a log-spiral slip surface with arching effect<\/td><td class=\"column-4\">G\u00e9otechnique Letters<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">2021<\/td><td class=\"column-2\">Abdollahi Masood, Moghaddas Tafreshi S. N., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Protection of buried utilities against repeated loading: Application of geogrid-EPS geofoam system<\/td><td class=\"column-4\">International Journal of Geomechanics<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">2021<\/td><td class=\"column-2\">Yang S., Ci W., <strong>Leshchinsky B.<\/strong>, Cui K., Zhang F.<\/td><td class=\"column-3\">Scale effects on the ultimate bearing capacity of rectangular footings placed on slopes<\/td><td class=\"column-4\">Computers and Geotechnics<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">2015<\/td><td class=\"column-2\">Leshchinsky Ben, Ambauen S., Xie Y.<\/td><td class=\"column-3\">Effects of Surcharge Location on Serviceability of Mechanically Stabilized Earth Abutments<\/td><td class=\"column-4\">From Fundamentals to Applications in Geotechnics<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">2021<\/td><td class=\"column-2\">Rengers F. K., Rapstine T. D., Olsen M., Allstadt K. E., Iverson R. M., <strong>Leshchinsky B.<\/strong>, Smith J. B.<\/td><td class=\"column-3\">Using high sample rate lidar to measure debris-flow velocity and surface geometry<\/td><td class=\"column-4\">Environmental and Engineering Geoscience<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">2021<\/td><td class=\"column-2\">Leshchinsky Ben, Lehmann P., Or D.<\/td><td class=\"column-3\">Enhanced Rainfall-Induced Shallow Landslide Activity Following Seismic Disturbance&#8211;From Triggering to Healing<\/td><td class=\"column-4\">Journal of Geophysical Research: Earth Surface<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\">2021<\/td><td class=\"column-2\">Abdollahi Masood, Vahedifard F., Abed M., <strong>Leshchinsky B.<\/strong> A.<\/td><td class=\"column-3\">Effect of tension crack formation on active earth pressure encountered in unsaturated retaining wall backfills<\/td><td class=\"column-4\">Journal of Geotechnical and Geoenvironmental Engineering<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">2021<\/td><td class=\"column-2\">Lehmann P., <strong>Leshchinsky B.<\/strong>, Gupta S., Mirus B. B., Bickel S., Lu N., Or D.<\/td><td class=\"column-3\">Clays are not created equal: How clay mineral type affects soil parameterization<\/td><td class=\"column-4\">Geophysical Research Letters<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Bunn M., <strong>Leshchinsky B.<\/strong>, Olsen M. J.<\/td><td class=\"column-3\">Geologic trends in shear strength properties inferred through three-dimensional back analysis of landslide inventories<\/td><td class=\"column-4\">Journal of Geophysical Research: Earth Surface<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Belart F., Wimer J., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Guidelines for safe multi-stump and deadman anchors<\/td><td class=\"column-4\"><\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-22\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Leshchinsky Ben, Berg R., Liew W., Kawakami-Selin M., Moore J., Brown S., Wayne M.<\/td><td class=\"column-3\">Characterization of geogrid mechanical and chemical properties from a thirty-six year old mechanically-stabilized earth wall<\/td><td class=\"column-4\">Geotextiles and Geomembranes<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-23\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Bunn M., <strong>Leshchinsky B.<\/strong>, Olsen M. J.<\/td><td class=\"column-3\">Estimates of three-dimensional rupture surface geometry of deep-seated landslides using landslide inventories and high-resolution topographic data<\/td><td class=\"column-4\">Geomorphology<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-24\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Alberti Stefano, Senogles A., Kingen K., Booth A., Castro P., DeKoekkoek J., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">The Hooskanaden Landslide: historic and recent surge behavior of an active earthflow on the Oregon Coast<\/td><td class=\"column-4\">Landslides<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-25\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Leshchinsky Ben A., Mason H. B., Olsen M. J., Gillins D. T., Shukla S. K., Sahoo P. P.<\/td><td class=\"column-3\">Lateral spreading within a limit equilibrium framework: Newmark&#8217;s sliding blocks with degrading yield accelerations<\/td><td class=\"column-4\">G\u00e9otechnique<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-26\">\n\t<td class=\"column-1\">2021<\/td><td class=\"column-2\">Yang S., <strong>Leshchinsky B.<\/strong>, Cui K., Zhang F., Gao Y.<\/td><td class=\"column-3\">Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes<\/td><td class=\"column-4\">G\u00e9otechnique<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-27\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Green P. Q., Chung W., <strong>Leshchinsky B.<\/strong>, Belart F., Sessions J., Fitzgerald S. A., Garland J. J.<\/td><td class=\"column-3\">Insight into the productivity cost and soil impacts of cable-assisted harvester-forwarder thinning in western Oregon<\/td><td class=\"column-4\">Forest Science<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-28\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Belart F., <strong>Leshchinsky B.<\/strong>, Wimer J.<\/td><td class=\"column-3\">Deadman anchoring design for cable logging: a new approach<\/td><td class=\"column-4\">Canadian Journal of Forest Research<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-29\">\n\t<td class=\"column-1\">2020<\/td><td class=\"column-2\">Yang S., Gao Y., <strong>Leshchinsky B.<\/strong>, Cui K., Zhang F.<\/td><td class=\"column-3\">Internal stability analysis of reinforced convex highway embankments considering seismic loading<\/td><td class=\"column-4\">Geotextiles and Geomembranes<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-30\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Babbel B. J., Olsen M. J., Che E., <strong>Leshchinsky B.<\/strong> A., Simpson C., Dafni J.<\/td><td class=\"column-3\">Evaluation of uncrewed aircraft systems&#8217; LiDAR data quality<\/td><td class=\"column-4\">ISPRS International Journal of Geo-Information<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-31\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Yang S., <strong>Leshchinsky B.<\/strong>, Cui K., Zhang F., Gao Y.<\/td><td class=\"column-3\">Unified approach toward evaluating bearing capacity of shallow foundations near slopes<\/td><td class=\"column-4\">Journal of Geotechnical and Geoenvironmental Engineering<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-32\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Rengers F. K., Rapstine T. D., Allstadt K. E., Olsen M., Bunn M., Iverson R. M., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Real-time monitoring of debris-flow velocity and mass deformation from field experiments with high sample rate lidar and video<\/td><td class=\"column-4\">Association<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-33\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Xie Yonggui, <strong>Leshchinsky B.<\/strong>, Han J.<\/td><td class=\"column-3\">Evaluation of bearing capacity on geosynthetic-reinforced soil structures considering multiple failure mechanisms<\/td><td class=\"column-4\">Journal of Geotechnical and Geoenvironmental Engineering<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-34\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Yang K. H., Nguyen T. S., Li Y. H., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Performance and design of reinforced slopes considering regional hydrological conditions<\/td><td class=\"column-4\">Geosynthetics International<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-35\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Leshchinsky Ben<\/td><td class=\"column-3\">Quantifying the influence of failure surface asperities on the basal shear resistance of translational landslides<\/td><td class=\"column-4\">Landslides<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-36\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Abdollahi M., Moghaddas Tafreshi S. N., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Experimental-numerical assessment of geogrid-EPS systems for protecting buried utilities<\/td><td class=\"column-4\">Geosynthetics International<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-37\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Mathews Nicolas, <strong>Leshchinsky B.<\/strong> A., Olsen M. J., Klar A.<\/td><td class=\"column-3\">Spatial distribution of yield accelerations and permanent displacements: A diagnostic tool for assessing seismic slope stability<\/td><td class=\"column-4\">Soil Dynamics and Earthquake Engineering<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-38\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Hossley A., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Stability and failure geometry of slopes with spatially varying undrained shear strength<\/td><td class=\"column-4\">Journal of Geotechnical and Geoenvironmental Engineering<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-39\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Bunn M. D., <strong>Leshchinsky B.<\/strong> A., Olsen M. J., Booth A.<\/td><td class=\"column-3\">A simplified object-based framework for efficient landslide inventorying using LIDAR digital elevation model derivatives<\/td><td class=\"column-4\">Remote Sensing<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-40\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Stockton E., <strong>Leshchinsky B.<\/strong> A., Olsen M. J., Evans T. M.<\/td><td class=\"column-3\">Influence of both anisotropic friction and cohesion on the formation of tension cracks and stability of slopes<\/td><td class=\"column-4\">Engineering Geology<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-41\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Belart F., <strong>Leshchinsky B.<\/strong>, Sessions J., Chung W., Green P., Wimer J., Morrissette B.<\/td><td class=\"column-3\">Sliding stability of cable-assisted tracked equipment on steep slopes<\/td><td class=\"column-4\">Forest Science<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-42\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Moghaddas Tafreshi S. N., Rahimi M., Dawson A. R., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Cyclic and post-cycling anchor response in geocell-reinforced sand<\/td><td class=\"column-4\">Canadian Geotechnical Journal<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-43\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Leshchinsky Ben A., Booth A. M., Glover-Cutter K. M., Mohney C., Olsen M. J., Roering J. J.<\/td><td class=\"column-3\">Prepare for Cascadia&#8217;s next earthquake<\/td><td class=\"column-4\">Science<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-44\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Stockton E., <strong>Leshchinsky B.<\/strong>, Xie Y., Olsen M. J., Leshchinsky D.<\/td><td class=\"column-3\">Limit equilibrium stability analysis of layered slopes: A generalized approach<\/td><td class=\"column-4\">Transportation Infrastructure Geotechnology<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-45\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Hung C., Lin G.-W., <strong>Leshchinsky B.<\/strong>, Kuo H.-L.<\/td><td class=\"column-3\">Extracting region-specific runout behavior and rainfall thresholds for massive landslides using seismic records: a case study in southern Taiwan<\/td><td class=\"column-4\">Bulletin of Engineering Geology<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-46\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Mancuso A., Belart F., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Operative loading in cable yarding systems: field observations of static and dynamic tensions in mobile anchor systems<\/td><td class=\"column-4\">Canadian Journal of Forest Research<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-47\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Mancuso A., Belart F., <strong>Leshchinsky B.<\/strong>, Russell M. L., Kiser J. D.<\/td><td class=\"column-3\">Behavior and assessment of mobile anchors in cable yarding systems<\/td><td class=\"column-4\">Canadian Journal of Forest Research<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-48\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Rahimi M., Tafreshi S. N. M., <strong>Leshchinsky B.<\/strong>, Dawson A. R.<\/td><td class=\"column-3\">Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand<\/td><td class=\"column-4\">Geotextiles and Geomembranes<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-49\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Rahimi M., <strong>Leshchinsky B.<\/strong>, Moghaddas Tafreshi S. N.<\/td><td class=\"column-3\">Assessing the ultimate uplift capacity of plate anchors in geocell-reinforced sand<\/td><td class=\"column-4\">Geosynthetics International<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-50\">\n\t<td class=\"column-1\">2019<\/td><td class=\"column-2\">Hung C., Liu C.-H., Lin G.-W., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">The Aso-Bridge coseismic landslide: a numerical investigation of failure and runout behavior using finite and discrete element methods<\/td><td class=\"column-4\">Bulletin of Engineering Geology and the Environment<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-51\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Xie Yonggui, Satyal S. R., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Evaluation of reinforcement layout on the serviceability of MSE walls supporting footings<\/td><td class=\"column-4\">Proceedings of the Institution of Civil Engineers-Ground Improvement<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-52\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Satyal S. R., <strong>Leshchinsky B.<\/strong>, Han J., Neupane M.<\/td><td class=\"column-3\">Use of cellular confinement for improved railway performance on soft subgrades<\/td><td class=\"column-4\">Geotextiles and Geomembranes<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-53\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\">Leshchinsky Ben A.<\/td><td class=\"column-3\">Nested Newmark model to calculate the post-earthquake profile of slopes<\/td><td class=\"column-4\">Engineering Geology<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-54\">\n\t<td class=\"column-1\">2018<\/td><td class=\"column-2\"><strong>Leshchinsky B.<\/strong> A., Mason H. B., Olsen M. J., Gillins D. T.<\/td><td class=\"column-3\">Lateral spreading within a limit equilibrium framework: Newmark sliding blocks with degrading yield accelerations<\/td><td class=\"column-4\">G\u00e9otechnique<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-55\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Leshchinsky Ben, Olsen M. J., Mohney C., Glover-Cutter K., Crook G., Allan J., Mathews N.<\/td><td class=\"column-3\">Mitigating coastal landslide damage<\/td><td class=\"column-4\">Science<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-56\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Leshchinsky D., <strong>Leshchinsky B.<\/strong>, Leshchinsky O.<\/td><td class=\"column-3\">Limit state design framework for geosynthetic-reinforced soil structures<\/td><td class=\"column-4\">Geotextiles and Geomembranes<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-57\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Xie Yonggui, <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Ultimate bearing capacity near slopes: Transition from a Bearing Capacity Problem to a Slope Stability Problem<\/td><td class=\"column-4\">Geotechnical Frontiers 2017<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-58\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Hess D. M., <strong>Leshchinsky B.<\/strong> A., Bunn M., Benjamin Mason H., Olsen M. J.<\/td><td class=\"column-3\">A simplified three-dimensional shallow landslide susceptibility framework considering topography and seismicity<\/td><td class=\"column-4\">Landslides<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-59\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Gaidzik Krzysztof, Ram\u00edrez-Herrera M. T., Bunn M., <strong>Leshchinsky B.<\/strong> A., Olsen M., Regmi N. R.<\/td><td class=\"column-3\">Landslide manual and automated inventories and susceptibility mapping using LIDAR in the forested mountains of Guerrero Mexico<\/td><td class=\"column-4\">Geomorphology<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-60\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Belart F., <strong>Leshchinsky B.<\/strong>, Sessions J.<\/td><td class=\"column-3\">Finite element analysis to predict in-forest stored harvest residue moisture content<\/td><td class=\"column-4\">Forest Science<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-61\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Belart F., Sessions J., <strong>Leshchinsky B.<\/strong>, Murphy G.<\/td><td class=\"column-3\">Economic implications of moisture content and logging system in forest harvest residue delivery for energy production: a case study<\/td><td class=\"column-4\">Canadian Journal of Forest Research<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-62\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Wang L., <strong>Leshchinsky B.<\/strong>, Evans T. M., Xie Y.<\/td><td class=\"column-3\">Active and passive arching stresses in c\u2032-\u03c6\u2032 soils: A sensitivity study using computational limit analysis<\/td><td class=\"column-4\">Computers and Geotechnics<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-63\">\n\t<td class=\"column-1\">2016<\/td><td class=\"column-2\">Sessions J., <strong>Leshchinsky B.<\/strong>, Chung W., Boston K., Wimer J.<\/td><td class=\"column-3\">Theoretical stability and traction of steep slope tethered feller-bunchers<\/td><td class=\"column-4\">Forest Science<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-64\">\n\t<td class=\"column-1\">2017<\/td><td class=\"column-2\">Leshchinsky Ben, Xie Y.<\/td><td class=\"column-3\">Bearing capacity for spread footings placed near c\u2032-\u03c6\u2032 slopes<\/td><td class=\"column-4\">Journal of Geotechnical and Geoenvironmental Engineering<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-65\">\n\t<td class=\"column-1\">2016<\/td><td class=\"column-2\">Xie Yonggui, <strong>Leshchinsky B.<\/strong>, Yang S.<\/td><td class=\"column-3\">Evaluating reinforcement loading within surcharged segmental block reinforced soil walls using a limit state framework<\/td><td class=\"column-4\">Geotextiles and Geomembranes<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-66\">\n\t<td class=\"column-1\">2016<\/td><td class=\"column-2\">Zhang F., Leshchinsky D., Baker R., Gao Y., <strong>Leshchinsky B.<\/strong><\/td><td class=\"column-3\">Implications of variationally derived 3D failure mechanism<\/td><td class=\"column-4\">International Journal for Numerical and Analytical Methods in Geomechanics<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-67\">\n\t<td class=\"column-1\">2016<\/td><td class=\"column-2\">Yang S., <strong>Leshchinsky B.<\/strong>, Zhang F., Gao Y.<\/td><td class=\"column-3\">Required strength of geosynthetic in reinforced soil structures supporting spread footings in three dimensions<\/td><td class=\"column-4\">Computers and Geotechnics<\/td><td class=\"column-5\"><\/td>\n<\/tr>\n<tr class=\"row-68\">\n\t<td class=\"column-1\"> (2016)<\/td><td class=\"column-2\">Xie, Y., &amp; Leshchinsky, B.<\/td><td class=\"column-3\"> Active earth pressures from a log-spiral slip surface with arching effects<\/td><td class=\"column-4\"> G\u00e9otechnique Letters<\/td><td class=\"column-5\"> 6(2), 149\u2013155.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-1 from cache --><\/div>\n\n\n\n<div class=\"wp-block-group has-global-padding is-content-justification-center is-layout-constrained wp-container-core-group-is-layout-434059d3 wp-block-group-is-layout-constrained\" style=\"padding-top:var(--wp--preset--spacing--30);padding-right:var(--wp--preset--spacing--10);padding-bottom:var(--wp--preset--spacing--30);padding-left:var(--wp--preset--spacing--10)\">\n<h1 class=\"wp-block-heading alignwide\" style=\"padding-top:var(--wp--preset--spacing--30);padding-right:0;padding-bottom:var(--wp--preset--spacing--30);padding-left:0\"><strong>REFEREED CONFERENCE PROCEEDINGS&nbsp;<\/strong><\/h1>\n\n\n\n<p><strong>Leshchinsky, B.<\/strong>&nbsp;and H. Ling. Revisiting Deformation Analysis for the Kansai International Airport. Proceedings of the Fourth Biot Conference on Poromechanics. Pp. 1071-1076 (2009).<\/p>\n\n\n\n<p><strong>Leshchinsky, B.<\/strong>&nbsp;Contour Connection Method: A Semi-Automated Method for Hazard Mapping using LiDAR. International Landslide Symposium. Naples, Italy. June 12th, 2016.<\/p>\n\n\n\n<p>Xie. Y. and&nbsp;<strong>Leshchinsky, B.<\/strong>&nbsp;(2016). Optimized Reinforcement Application for Geosynthetic Reinforced Soil Structures Supporting Surcharge Loading. Geo-Americas 3rd Pan-American Conference On Geosynthetics. Buenos Aires, Argentina. September 13th, 2016.<\/p>\n\n\n\n<p>Xie. Y. and&nbsp;<strong>Leshchinsky, B.<\/strong>&nbsp;(2016). Service-State Behavior of Segmental MSE Walls: Evaluation of Design Factors Using Finite Element Analyses. ASCE Geotechnical and Structural Congress, Phoenix, AZ. February 14th, 2016.<\/p>\n\n\n\n<p>Xie, Y. and&nbsp;<strong>Leshchinsky, B.<\/strong>&nbsp;(2015) Optimization of Reinforcement Placement and Spacing for MSE Walls. Proceedings of Geosynthetics 2015. Portland, OR.<\/p>\n\n\n\n<p>Ambauen, S. and&nbsp;<strong>Leshchinsky, B.<\/strong>&nbsp;(2015) Numerical Simulation of Mechanically Stabilized Earth Walls under Surcharge Loading. Proceedings of Geosynthetics 2015. Portland, OR.<\/p>\n\n\n\n<p><strong>Leshchinsky, B.,<\/strong>&nbsp;Ambauen, S. and Y. Xie. (2015) Effects of Surcharge Location on Serviceability of Mechanically Stabilized Earth Abutments. Proceedings of the XV PanAmerican Conference on Soil Mechanics and Geotechnical Engineering. Buenos Aires, Argentina.<\/p>\n\n\n\n<p><strong>Leshchinsky, B.<\/strong>. Maximum Tensile Loads in Reinforcements for MSE Walls: A Comprehensive Stability Check Revisited with Limit Analysis. Proceedings of Geo-Congress 2014.<\/p>\n\n\n\n<p><strong>Leshchinsky, B.<\/strong>. Mechanically Stabilized Earth Walls: Parametric Study of Reinforcement Tensile Loads under Limit State. Proceedings of International Symposium on Design and Practice of Geosynthetic-Reinforced Soil Structures 2013.<\/p>\n\n\n\n<p><strong>Leshchinsky, B.<\/strong>. Comparison of Limit Equilibrium and Limit Analysis for Complex Slopes. Proceedings of Geo-Congress 2013.&nbsp;<\/p>\n\n\n\n<p><strong>Leshchinsky, B.<\/strong>. Mechanically Stabilized Earth Walls: Parametric Study of Reinforcement Tensile Loads under Limit State. Proceedings of International Symposium on Design and Practice of Geosynthetic-Reinforced Soil Structures 2013. In press.<\/p>\n\n\n\n<p><strong>Leshchinsky, B.<\/strong>. Enhancing Ballast Performance Using Geocell Confinement. Proceedings of Geo-Frontiers 2011. Pp 4693-4072 (2011).<\/p>\n<\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-group alignfull has-global-padding is-layout-constrained wp-container-core-group-is-layout-d89aad35 wp-block-group-is-layout-constrained\" style=\"margin-top:0;margin-bottom:0;padding-top:var(--wp--preset--spacing--50);padding-right:var(--wp--preset--spacing--50);padding-bottom:var(--wp--preset--spacing--50);padding-left:var(--wp--preset--spacing--50)\">\n<div class=\"wp-block-group alignwide has-base-2-background-color has-background has-global-padding is-layout-constrained wp-container-core-group-is-layout-39412042 wp-block-group-is-layout-constrained\" style=\"border-radius:16px;padding-top:var(--wp--preset--spacing--40);padding-right:var(--wp--preset--spacing--50);padding-bottom:var(--wp--preset--spacing--40);padding-left:var(--wp--preset--spacing--50);background-image:url(&apos;https:\/\/osu-wams-blogs-uploads.s3.amazonaws.com\/blogs.dir\/8393\/files\/2024\/12\/tree_bark.png&apos;);background-position:51% 57.99999999999999%;background-size:auto;\">\n<div style=\"height:var(--wp--preset--spacing--10)\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<h2 class=\"wp-block-heading has-text-align-center has-custom-color-1-color has-text-color has-link-color wp-elements-65483dd770fc1651b1f78083088264f0\">Are you interested in joining our research lab?<\/h2>\n\n\n\n<p class=\"has-text-align-center\">We are always looking for motivated students interested in geohazard research. If you are interested in pursuing research in this program, send us a message with a CV and some information about yourself.<\/p>\n\n\n\n<div class=\"wp-block-buttons is-content-justification-center is-layout-flex wp-container-core-buttons-is-layout-a89b3969 wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link has-custom-color-1-background-color has-background wp-element-button\" href=\"https:\/\/blogs.oregonstate.edu\/leshchinsky\/contact\/\" style=\"box-shadow:var(--wp--preset--shadow--sharp)\">Contact Us<\/a><\/div>\n<\/div>\n\n\n\n<div style=\"height:var(--wp--preset--spacing--10)\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>From cutting-edge technologies like lidar-based mapping tools and real-time surface monitoring to in-depth analyses of landslide susceptibility and post-fire impacts, our research projects tackle real-world challenges with lasting impact. Through collaboration with industry sponsors, state and federal agencies, international organizations and interdisciplinary teams, we strive to develop tools, methods, and insights that drive progress in [&hellip;]<\/p>\n","protected":false},"author":14671,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-51","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/pages\/51","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/users\/14671"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/comments?post=51"}],"version-history":[{"count":183,"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/pages\/51\/revisions"}],"predecessor-version":[{"id":1547,"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/pages\/51\/revisions\/1547"}],"wp:attachment":[{"href":"https:\/\/blogs.oregonstate.edu\/leshchinsky\/wp-json\/wp\/v2\/media?parent=51"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}