UNDRAINED SHEAR STRENGTH ANISOTROPY OF K_0-OVERCONSOLIDATED COHESIVE SOILS
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概要
- 論文の詳細を見る
To investigate the undrained shear strength anisotropy of K_0-consolidated cohesive soils, undrained triaxial compression and extension tests with K_0-consolidated and K_0-rebound were performed on two kinds of cohesive soils. As a result, the undrained shear strength anisotropy is approximately constant within the range of OCRs of 1 to 10. The reason for this may be considered that the inherent structual anisotropy in a soil specimen produced during initial K_0-consolidation history before rebound is essentially maintained during swelling. The constant undrained shear strength anisotropy, however, seems to depend on the amount of clay fraction and plasticity index of the soils.
- 社団法人地盤工学会の論文
- 1989-09-15
著者
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中瀬 明男
Department Of Civil Engineering Tokyo Institute Of Technology
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亀井 健史
Kisojiban Consultants, Co., Ltd.
関連論文
- 軽量ブロックによる土圧低減工法
- クラフトを有する軟弱地盤の支持力について
- 繋船岸構造物とコンクリ-ト
- AN ELASTO-VISCOPLASTIC MODEL WITH COMBINED HARDENING OF ANISOTROPICALLY CONSOLIDATED COHESIVE SOILS
- A METHOD FOR CORRECTING UNDRAINED SHEAR STRENGTH FOR SAMPLE DISTURBANCE
- BEARING CAPACITY OF RECTANGULAR FOOTINGS ON CLAYS OF STRENGTH INCREASING LINEARLY WITH DEPTH
- 粘性土地盤上の低い盛土の安定性
- 偏心傾斜荷重を受ける粘性土地盤上の基礎の支持力
- 海底地盤
- 海洋底における土質力学の問題
- K_0-過圧密粘性土の非排水せん断強度異方性(『土質工学会論文報告集』Vol. 29,No.3 (1989年9月発行)掲載論文の概要)
- UNDRAINED SHEAR STRENGTH ANISOTROPY OF K_0-OVERCONSOLIDATED COHESIVE SOILS
- UNDRAINED SHEAR STRENGTH OF REMOULDED MARINE CLAYS
- 海成粘土の非排水せん断強度
- UNDRAINED SHEAR STRENGTH OF REMOULDED MARINE CLAYS
- K_0圧密粘性土の非排水せん断特性に及ぼすひずみ速度の影響
- INFLUENCE OF ANISOTROPY OF DEFORMATION MODULUS ON EFFECTIVE STRESS PATH
- INFLUENCE OF STRAIN RATE ON UNDRAINED SHEAR CHARACTERISTICS OF K_0-CONSOLIDATED COHESIVE SOILS
- K_0圧密における荷重段階数が非排水せん断強度に及ぼす影響
- 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
- 有効応力経路に及ぼす変形係数異方性の影響
- INFLUENCE OF ANISOTROPY OF DEFORMATION MODULUS ON EFFECTIVE STRESS PATH
- 正規圧密粘性土の非排水せん断強度異方性
- UNDRAINED SHEAR STRENGTH ANISOTROPY OF NORMALLY CONSOLIDATED COHESIVE SOILS
- 日本近海における海底沖積粘土地盤の工学的特性