スポンサーリンク
Department of Civil Engineering, University of Delaware | 論文
- THREE-DIMENSIONAL LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES : A COMPARISON OF RESULTS
- SEISMIC SLOPE STABILITY ANALYSIS : PSEUDO-STATIC GENERALIZED METHOD
- ON THE BUCKLING OF SLENDER PILES
- EFFECT OF SHORT POLYMERIC FIBERS ON CRACK DEVELOPMENT IN CLAYS
- TESTS AND ANALYSES OF FOOTINGS ON A SAND BASE
- GEOSYNTHETIC REINFORCED SLOPES : LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES
- SHORT-TERM STABILITY OF REINFORCED EMBANKMENT OVER CLAYEY FOUNDATION
- THREE-DIMENSIONAL SLOPE STABILITY : END EFFECTS
- THEORETICAL ASPECTS OF THE ELASTOPLASTIC-VISCOPLASTIC BOUNDING SURFACE MODEL FOR COHESIVE SOILS
- VERIFICATION OF THE ELASTOPLASTIC-VISCOPLASTIC BOUNDING SURFACE MODEL FOR COHESIVE SOILS
- FAILURE MECHANISM IN GEOGRID-REINFORCED SEGMENTAL WALLS : EXPERIMENTAL IMPLICATIONS