Dov Leshchinsky
- Large-Scale Shaking Table Tests on Modular-Block Reinforced Soil Retaining Walls. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 131, n. 4 (April 2005). (2005):
- Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation. In: Computers and Geotechnics, v. 123 (July 2020). (2020):
- Effective Stress-Based Limit-Equilibrium Analysis for Homogeneous Unsaturated Slopes. In: International Journal of Geomechanics, v. 16, n. 6 (December 2016). (2016):
- Closed-Form Solution for Stability of Slurry Trenches. In: International Journal of Geomechanics, v. 17, n. 1 (January 2017). (2017):
- Three-Dimensional Slope Stability: End Effects. In: Soils and Foundations, v. 26, n. 4 (December 1986). (1986):
- Short-Term Stability of Reinforced Embankment over Clayey Foundation. In: Soils and Foundations, v. 27, n. 3 (September 1987). (1987):
- Stability Analysis of Conical Heaps. In: Soils and Foundations, v. 27, n. 4 (December 1987). (1987):
- Deep-Seated Failure of A Granular Embankment Over Clay: Stability Analysis. In: Soils and Foundations, v. 29, n. 3 (September 1989). (1989):
- Variational and Traditional Rigorous Slope Stability Analyses: Comparison of Safety Factors. In: Soils and Foundations, v. 33, n. 3 (September 1993). (1993):
- Geosynthetic Reinforced Slopes: Limit Equilibrium and Finite Element Analyses. In: Soils and Foundations, v. 34, n. 2 (June 1994). (1994):
- Seismic Slope Stability Analysis: Pseudo-Static Generalized Method. In: Soils and Foundations, v. 34, n. 2 (June 1994). (1994):
- Effect of Short Polymeric Fibers on Crack Development in Clays. In: Soils and Foundations, v. 38, n. 1 (March 1998). (1998):
- Stress-Confinement Effect of Nonwoven Geotextile on Design of Reinforced Soil Retaining Wall. In: Soils and Foundations, v. 37, n. 4 (December 1997). (1997):
- Three-Dimensional Limit Equilibrium and Finite Element Analyses: A Comparison of Results. In: Soils and Foundations, v. 35, n. 4 (December 1995). (1995):
- Seismic Performance of Simple Slopes. In: Soils and Foundations, v. 35, n. 2 (June 1995). (1995):
- Extension of Mononobe–Okabe approach to unstable slopes. In: Soils and Foundations, v. 52, n. 2 (April 2012). (2012):
- Finite-Element Simulations of Full-Scale Modular-Block Reinforced Soil Retaining Walls under Earthquake Loading. In: Journal of Engineering Mechanics (ASCE), v. 136, n. 5 (May 2010). (2010):
- Analyzing Dynamic Behavior of Geosynthetic-Reinforced Soil Retaining Walls. In: Journal of Engineering Mechanics (ASCE), v. 130, n. 8 (August 2004). (2004):
- Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan. In: Soil Dynamics and Earthquake Engineering, v. 21, n. 4 (June 2001). (2001):
- Performance of Geocell-Reinforced RAP Bases over Weak Subgrade under Full-Scale Moving Wheel Loads. In: Journal of Materials in Civil Engineering (ASCE), v. 23, n. 11 (November 2011). (2011):
-
Soil slopes under combined horizontal and vertical seismic accelerations. In: Earthquake Engineering and Structural Dynamics, v. 26, n. 12 (December 1997).
https://doi.org/10.1002/(sici)1096-9845(199712)26:12<1231::aid-eqe707>3.0.co;2-z
(1997): - Failure Analysis of Modular-Block Reinforced-Soil Walls during Earthquakes. In: Journal of Performance of Constructed Facilities (ASCE), v. 19, n. 2 (May 2005). (2005):
- Three-dimensional numerical modeling of single geocell-reinforced sand. In: Frontiers of Architecture and Civil Engineering in China, v. 4, n. 2 (May 2010). (2010):