DILATANCY CHARACTERISTICS OF NORMALLY CONSOLIDATED COHESIVE SOILS
スポンサーリンク
概要
- 論文の詳細を見る
Coefficient of dilatancy of clays is shown to be linearly related to their plasticity index. Undrained test results on twelve soils comprising natural reconstituted clays and clay-sand mixtures form the basis of the proposed correlation. Different correlation is obtained with variation in either consolidation history and stress path during undrained shear.
- 社団法人地盤工学会の論文
- 1989-03-15
著者
-
亀井 健史
Department of Geoscience, Shimane University
-
亀井 健史
Department Of Geology Shimane University
-
亀井 健史
Department Of Civil Engineering The Technological University Of Nagaoka
関連論文
- フラット・ダイラトメーターによる原位置試験
- 弾粘塑性モデルによる大規模盛土基礎地盤の変形解析
- AN ELASTO-VISCOPLASTIC MODEL WITH COMBINED HARDENING OF ANISOTROPICALLY CONSOLIDATED COHESIVE SOILS
- 軟岩の非排水せん断挙動に関する数値シミュレーション
- 弾塑性モデルを用いた盛土基礎地盤の簡易変形解析手法
- SIMPLIFIED DEFORMATION ANALYSIS FOR EMBANKMENT FOUNDATION USING ELASTO-PLASTIC MODEL
- 弾粘塑性モデルによる盛土基礎地盤の簡易変形解析
- 弾粘塑性モデルによる盛土基礎地盤の簡易変形解析
- 粘性土地盤上のフーチングの支持力予測解析
- 2237.弾粘塑性モデルを用いた盛土基礎地盤の沈下解析(沈下予測の実際)
- THE VARIATION IN UNDRAINED SHEAR CHARACTERISTICS DURING CONSOLIDATION PROCESS
- FIELD INVESTIGATIONS ON SEASONAL VARIATIONS OF THE GROUNDWATER LEVEL AND PORE WATER PRESSURE IN LANDSLIDE AREAS
- EVALUATION OF UNDRAINED SHEAR STRENGTH OF COHESIVE SOILS USING A FLAT DILATOMETER
- UNDRAINED SHEAR STRENGTH OF REMOULDED MARINE CLAYS
- UNDRAINED SHEAR STRENGTH OF REMOULDED MARINE CLAYS
- INFLUENCE OF STRAIN RATE ON UNDRAINED SHEAR CHARACTERISTICS OF K_0-CONSOLIDATED COHESIVE SOILS
- UNDRAINED SHEAR STRENGTH ANISOTROPY OF NORMALLY CONSOLIDATED COHESIVE SOILS
- INFLUENCE OF THE NUMBER OF LOAD STEPS IN K_0 CONSOLIDATION ON THE UNDRAINED SHEAR STRENGTH
- INFLUENCE OF ANISOTROPY OF DEFORMATION MODULUS ON EFFECTIVE STRESS PATH
- UNDRAINED SHEAR STRENGTH ANISOTROPY OF NORMALLY CONSOLIDATED COHESIVE SOILS
- 乱さない粘土の非排水せん断特性に関する実験的・解析的検討
- DILATANCY CHARACTERISTICS OF NORMALLY CONSOLIDATED COHESIVE SOILS