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Publications by [Leshchinsky D.]

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OVERVIEW OF NCHRP DESIGN GUIDELINE FOR EPS-BLOCK GEOFOAM IN SLOPE STABILIZATION AND REPAIR (2011)
This paper presents an overview of the design guideline for the use of expanded polystyrene (EPS)-block geofoam for slope stabilization and repair applications based on the results of National Cooperative Highway Research Program (NCHRP) Project 24-11(02). ...
Reference: 4 th International Conference on Geofoam Blocks in Construction Applications (EPS 2011 Norway) June 6-8, 2011
INTERIM DESIGN GUIDELINE FOR EPS-BLOCK GEOFOAM IN SLOPE STABILIZATION AND REPAIR (2009)
This paper presents an interim design guideline for the use of expanded polystyrene (EPS)-block geofoam 4 for slope stabilization and repair based on the National Cooperative Highway Research Program 5 (NCHRP) Project 24-11(02) Phase I study. The overall objective ...
Reference: Proceedings of 89th Transportation Research Board Meeting, Transportation Research Board, July, 2009, 15 p.
LIMIT EQUILIBRIUM AND CONTINUUM MECHANICS - BASED NUMERICAL METHODS FOR ANALYZING STABILITY OF MSE WALLS (2004)
<p>Limit equilibrium (LE) methods have been commonly used to analyze stability of geosynthetic-reinforced slopes. LE methods assume a potential slip surface, the soils along this slip surface providing shear resistance, and geosynthetic reinforcement providing ...
Reference: 17th ASCE Engineering Mechanics Conference, Jine 13-16, University of Dalaware, EM2004
EFFECTS OF GEOSYNTHETIC REINFORCEMENT SPACING ON THE BEHAVIOR OF MECHANICALLY STABILIZED EARTH WALLS (2003)
The behavior of mechanically stabilized earth walls with modular block facing and geosynthetic reinforcement was investigated with numerical models that simulate construction of the wall.
Reference: Federal Highway Administration, FHWA-RD-03-048, 2003