INFLUENCE OF ANISOTROPY OF DEFORMATION MODULUS ON EFFECTIVE STRESS PATH
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概要
- 論文の詳細を見る
An influence of anisotropy of deformation modulus on the initial gradient of effective stress paths of cohesive soils is investigated, based on the results of a series of consolidated undrained triaxial compression and extension tests on five kinds of normally consolidated cohesive soils. The correlation of the anisotropy of deformation modulus and the initial gradient of effective stress paths in K_0 consolidated samples is then examined by assuming that the soil is a cross-anisotropic elastic body.It is found that the initial gradient of effective stress path in K_0 consolidated samples can be predicted qualitatively by introducing the anisotropic effects of deformation modulus of saturated cohesive soils into cross-anisotropic elastic body.
- 社団法人地盤工学会の論文
- 1984-06-15
著者
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亀井 健史
Department of Geoscience, Shimane University
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中瀬 明男
Department Of Civil Engineering Tokyo Institute Of Technology
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亀井 健史
Department Of Civil Engineering The Technological University Of Nagaoka
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- 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
- 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
- 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