Research

Landslide Hazards

Research Projects &
Products

Projects

Near Real-Time of Deep-Seated Landslides using GNSS Surface Monitoring

Sponsors: ODOT
2023-Present

Post-Fire Controls on Landslides in Debris Flows in the Pacific Northwest

Sponsors: ODOT, AFRI
2021-Present

Seismic Rockfall Hazard Analysis

Sponsors: ODOT, PacTrans
2017-Present

Landslide Susceptibility from Precipitation and Seismicity

Sponsor: NSF, ODOT, USDA
2017-Present

Assessment of Coastal Landslides

Sponsor: ODOT
2016-Present

Landslide Inventorying using Lidar 

Sponsors: ODOT, USFS
2015-2019

Geomechanics and Geosynthetics

Sponsors: Presto Geosystems, GSI, Self-Study
Ongoing

Assessment of Forestry Equipment Stability on Steep Slopes and Weak Soils

Sponsors: NIH, USFS
2015

Forestry, Energy, Management and Conservation

Sponsors: OSU
2014

Assessment of Forestry Equipment Stability on Steep Slopes and Weak Soils

Sponsors: NIH, USFS
2015

Products

Scarp Identification and Contour Connection Method (SICCM)

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.

AASHTO Bearing Capacity on Slopes

Calculator for Interpolating Bearing Capacity Coefficients for Footings on Slopes. Corresponds to AASHTO Code and Leshchinsky (2015) and Leshchinsky and Xie (2016).

Refereed Journal Articles

(Published and In-Press)

REFEREED CONFERENCE PROCEEDINGS 

Leshchinsky, B. and H. Ling. Revisiting Deformation Analysis for the Kansai International Airport. Proceedings of the Fourth Biot Conference on Poromechanics. Pp. 1071-1076 (2009).

Leshchinsky, B. Contour Connection Method: A Semi-Automated Method for Hazard Mapping using LiDAR. International Landslide Symposium. Naples, Italy. June 12th, 2016.

Xie. Y. and Leshchinsky, B. (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.

Xie. Y. and Leshchinsky, B. (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.

Xie, Y. and Leshchinsky, B. (2015) Optimization of Reinforcement Placement and Spacing for MSE Walls. Proceedings of Geosynthetics 2015. Portland, OR.

Ambauen, S. and Leshchinsky, B. (2015) Numerical Simulation of Mechanically Stabilized Earth Walls under Surcharge Loading. Proceedings of Geosynthetics 2015. Portland, OR.

Leshchinsky, B., 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.

Leshchinsky, B.. Maximum Tensile Loads in Reinforcements for MSE Walls: A Comprehensive Stability Check Revisited with Limit Analysis. Proceedings of Geo-Congress 2014.

Leshchinsky, B.. 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.

Leshchinsky, B.. Comparison of Limit Equilibrium and Limit Analysis for Complex Slopes. Proceedings of Geo-Congress 2013. 

Leshchinsky, B.. 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.

Leshchinsky, B.. Enhancing Ballast Performance Using Geocell Confinement. Proceedings of Geo-Frontiers 2011. Pp 4693-4072 (2011).

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.