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International Journal for Numerical and Analytical Methods in Geomechanics, 2015
SUMMARYThe paper presents analytical solutions for the evolution of excess pore pressures in the vicinity of a shear band in a rate‐dependent, strain‐softening permeable soil, with the aim to explore, both qualitatively and quantitatively, the potential variation of failure shear stress in the shear band.
Alexander M. Puzrin, Mark F. Randolph
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SUMMARYThe paper presents analytical solutions for the evolution of excess pore pressures in the vicinity of a shear band in a rate‐dependent, strain‐softening permeable soil, with the aim to explore, both qualitatively and quantitatively, the potential variation of failure shear stress in the shear band.
Alexander M. Puzrin, Mark F. Randolph
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2021
Consolidation settlement induced by dissipation of the excess pore water pressure due to pilling in soft clay and negative skin friction caused by it were analysed. Piling or the pile driving process usually induces excess pore water pressure in the surrounding soil.
Akanksha Kesharwani +2 more
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Consolidation settlement induced by dissipation of the excess pore water pressure due to pilling in soft clay and negative skin friction caused by it were analysed. Piling or the pile driving process usually induces excess pore water pressure in the surrounding soil.
Akanksha Kesharwani +2 more
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Advances in Pile Foundations, Geosynthetics, Geoinvestigations, and Foundation Failure Analysis and Repairs, 2011
Consolidation settlement induced by dissipation of the excess pore water pressure due to pilling in soft clay and negative skin friction caused by it were analyzed. Piling or the pile driving process usually induces excess pore water pressure in the surrounding soil.
Hongyuan Fu, Lou Xiaoyu
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Consolidation settlement induced by dissipation of the excess pore water pressure due to pilling in soft clay and negative skin friction caused by it were analyzed. Piling or the pile driving process usually induces excess pore water pressure in the surrounding soil.
Hongyuan Fu, Lou Xiaoyu
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2017
The Geotechnical Engineering Journal of the SEAGS & AGSSEA, 48, 4, pp 19 ...
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The Geotechnical Engineering Journal of the SEAGS & AGSSEA, 48, 4, pp 19 ...
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Understanding Excess Pore Water Dissipation in Soil Liquefaction Mitigation
2022Siau Chen Chian, Saizhao Du
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2018
Liquefaction of foundation ground during earthquakes can induce large deformations such as settlement of foundation structures, floating of underground structures, slope failures, and lateral spreading. Effective numerical simulation of these phenomena requires methods using specialized algorithms to account for the large deformations that geomaterials
T. Kiriyama, K. Fukutake, Y. Higo
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Liquefaction of foundation ground during earthquakes can induce large deformations such as settlement of foundation structures, floating of underground structures, slope failures, and lateral spreading. Effective numerical simulation of these phenomena requires methods using specialized algorithms to account for the large deformations that geomaterials
T. Kiriyama, K. Fukutake, Y. Higo
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Meso-Scale Heterogeneity Effects on Excess Pore Water Pressure Dissipation
GeoFlorida 2010, 2010Hyun-Ki Kim, Jung-Yul Kim
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Dynamic Centrifuge Tests on Dissipation Effects of Excess Pore Water Pressure by Gravel Drains
Journal of Japan Association for Earthquake Engineering, 2019Kohei ONO +2 more
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Pore-scale modeling of complex transport phenomena in porous media
Progress in Energy and Combustion Science, 2022Li Chen, An He, Jianlin Zhao
exaly