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Analysis of Structural Soil’s Shear Strength under Arbitrary Degree of Consolidation
Mohr-Coulomb strength theory is the most widely used in practical engineering, however, it is difficult to predict the cohesion and internal friction angle precisely. In fact, soft clay’s shear strength varies with the change of stress path and consolidation history, so it is vital to predict the shear strength in different construction phases, and the influence of soil structure is necessary to be taken into consideration to predict the shear strength under under arbitrary degree of consolidation. This study proposed a simple shear strength fomula under arbitrary degree of consolidation considering the enfluce of soil structure. The derived formula is much more convenient to plug the changing strength index into program.
Analysis of Structural Soil’s Shear Strength under Arbitrary Degree of Consolidation
Mohr-Coulomb strength theory is the most widely used in practical engineering, however, it is difficult to predict the cohesion and internal friction angle precisely. In fact, soft clay’s shear strength varies with the change of stress path and consolidation history, so it is vital to predict the shear strength in different construction phases, and the influence of soil structure is necessary to be taken into consideration to predict the shear strength under under arbitrary degree of consolidation. This study proposed a simple shear strength fomula under arbitrary degree of consolidation considering the enfluce of soil structure. The derived formula is much more convenient to plug the changing strength index into program.
Analysis of Structural Soil’s Shear Strength under Arbitrary Degree of Consolidation
Applied Mechanics and Materials ; 580-583 ; 774-777
2014-07-04
4 pages
Article (Journal)
Electronic Resource
English
Analysis of Structural Soil's Shear Strength under Arbitrary Degree of Consolidation
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