Results 251 to 260 of about 48,856 (302)
Development of a numerical analysis code for efficient evaluation of pore water pressure dissipation methods and its application to advanced performance designopenaire
Some of the next articles are maybe not open access.
Related searches:
Related searches:
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
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source
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
openaire +1 more source
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
openaire +2 more sources
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
openaire +2 more sources
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
openaire +2 more sources
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 ...
openaire +1 more source
Journal of Geotechnical and Geoenvironmental Engineering, 2010
The postcyclic reconsolidation response of low-plastic Fraser River silt was examined using laboratory direct simple shear testing. Specimens of undisturbed and reconstituted natural low-plastic Fraser River silt and reconstituted quartz powder, initially subjected to constant-volume cyclic loading under different cyclic stress ratios (CSRs) and then ...
Dharma Wijewickreme, Maria V. Sanin
openaire +1 more source
The postcyclic reconsolidation response of low-plastic Fraser River silt was examined using laboratory direct simple shear testing. Specimens of undisturbed and reconstituted natural low-plastic Fraser River silt and reconstituted quartz powder, initially subjected to constant-volume cyclic loading under different cyclic stress ratios (CSRs) and then ...
Dharma Wijewickreme, Maria V. Sanin
openaire +1 more source