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Comparative Evaluation of Stress Distribution and Permeability Characteristics in Bentonite Cutoff Walls Using CPTU and ABAQUS Methods. [PDF]
Materials (Basel)Li X, Li Y, Yan C, Wang F, Liu X.
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AI-Directed 3D Printing of Hierarchical Polyurethane Foams. [PDF]
Adv Sci (Weinh)Patil D +15 more
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Effect of Particle Size and Fiber Reinforcement on Unconfined Compressive Behavior of EICP-Cemented Recycled Fine Aggregate. [PDF]
Materials (Basel)Gu M, Liu Z, Liu W, Yuan J.
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Study on Dissipation of Excess Pore Water Pressure of Clay
Applied Mechanics and Materials, 2012Dissipation of excess pore water pressure of saturation clay was discussed in the paper. Monotonic loading, unloading-reloading, and creep tests of one dimensional compression were performed to study the orderliness of dissipation of excess pore water pressure. In the drained consolidated tests, strain rate was changed step by step to check the effects
Jian Zhong Li, Kangning Hao
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Pore Water Pressure Distribution and Dissipation During Thaw Consolidation
Transport in Porous Media, 2016A novel apparatus was developed for measurement of pore water pressure distribution and dissipation during thaw consolidation. Thaw consolidation tests were conducted to verify the applicability of nonlinear stress–strain relationship in 3-D large strain thaw consolidation theory.
Xiaoliang Yao +3 more
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Geotechnical and Geological Engineering, 2021
Do all the clayey soils have the same behavior in terms of the generation and dissipation of excess pore water pressure during the piezocone penetration process? To find the answer, a coupled numerical simulation of CPTu in clays based on finite element analysis is presented in this paper.
A. A. Golestani Dariani, M. M. Ahmadi
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Do all the clayey soils have the same behavior in terms of the generation and dissipation of excess pore water pressure during the piezocone penetration process? To find the answer, a coupled numerical simulation of CPTu in clays based on finite element analysis is presented in this paper.
A. A. Golestani Dariani, M. M. Ahmadi
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Geotechnical Testing Journal, 2013
Abstract Modified and standard Rowe consolidation cells were employed to investigate the behaviour of soft clays during vacuum assisted radial consolidation. Degree of consolidation (DOC) and the back calculated value of coefficient of radial consolidation (ch) based on measured settlement and excess pore-water-pressure (uw) dissipation ...
Indraratna, Buddhima +2 more
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Abstract Modified and standard Rowe consolidation cells were employed to investigate the behaviour of soft clays during vacuum assisted radial consolidation. Degree of consolidation (DOC) and the back calculated value of coefficient of radial consolidation (ch) based on measured settlement and excess pore-water-pressure (uw) dissipation ...
Indraratna, Buddhima +2 more
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In Situ Pore Water Pressure Dissipation Testing of Marine Clay under Reclamation Fills
Geotechnical and Geological Engineering, 2006In situ dissipation tests provide a means of evaluating the in situ coefficient of horizontal consolidation and horizontal hydraulic conductivity of soft clays. Dissipation tests by means of piezocone (CPTU), dilatometer (DMT), self-boring pressuremeter (SBPT) and BAT permeameter (BAT) were utilized in the characterization of the coefficient of ...
Arulrajah, Arul +2 more
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Method Study on Generation-Dissipation of Seismic Pore Water Pressure in Saturated Sands
Advanced Materials Research, 2011With considering the effect of the initial pore water pressure and the variety of seismic pore water pressure generation, a two-dimensional inhomogeneous compound diffusion equation for describing generation and dissipation of seismic pore water pressure are given by coupling the Terzaghi’s consolidation theory and the increasing mode of seismic pore ...
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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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