FAILURE MECHANISM IN GEOGRID-REINFORCED SEGMENTAL WALLS : EXPERIMENTAL IMPLICATIONS
スポンサーリンク
概要
- 論文の詳細を見る
The results of pullout experiments employing one and two reinforcement layers are described. The results imply that the concept of an internal slip surface, passing through all reinforcement layers, may not always be valid. This validity is questioned when reinforcement layers, exhibiting significant stiffness at small strains, are closely spaced. The relevance of this observation to current design practice is also discussed.
- 社団法人地盤工学会の論文
- 1994-12-15
著者
-
Leshchinsky D
Univ. Delaware De Usa
-
Leshchinsky Dov
Department Of Civil And Environmental Engineering University Of Delaware
-
KALIAKIN VICTOR
Department of Civil Engineering, University of Delaware
-
BOSE PARTHA
Department of Civil Engineering, University of Delaware
-
COLLIN JAMES
Vice President-Technology Development, Tensar Earth Technologies, Inc.
-
Kaliakin Victor
Department Of Civil Engineering University Of Delaware
関連論文
- THREE-DIMENSIONAL LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES : A COMPARISON OF RESULTS
- SEISMIC SLOPE STABILITY ANALYSIS : PSEUDO-STATIC GENERALIZED METHOD
- EFFECT OF SHORT POLYMERIC FIBERS ON CRACK DEVELOPMENT IN CLAYS
- 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
- ジオグリッドで補強された地盤の破壊メカニズム : ジオグリッド引抜き試験
- FAILURE MECHANISM IN GEOGRID-REINFORCED SEGMENTAL WALLS : EXPERIMENTAL IMPLICATIONS
- STABILITY ANALYSIS OF CONICAL HEAPS