Results 221 to 230 of about 8,126 (257)

One‐dimensional self‐weight consolidation with continuous drainage boundary conditions: Solution and application to clay‐drain reclamation

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, 2019
SummaryTraditional consolidation theories cannot provide good predictions of consolidation settlement in land reclamation because of their assumptions that the influence of soil's self‐weight is often neglected, and the drainage boundary is considered as fully pervious/impervious.
Jianxue Feng   +2 more
exaly   +4 more sources

One‐dimensional consolidation of soil under multistage load based on continuous drainage boundary

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, 2020
SummaryIn engineering practice, a rapid loading rate can result in ground failure when the strength of soft soils is relatively low, and a multistage loading scheme is always utilized to deal with this situation. Firstly, under a multistage load and the continuous drainage boundary, an analytical solution of excess pore‐water pressure and consolidation
Wenbing Wu   +2 more
exaly   +3 more sources

Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary

International Journal for Numerical and Analytical Methods in Geomechanics, 2023
AbstractContinuous drainage boundary is widely accepted to overcome the shortcoming of the traditional assumption of fully permeable or impermeable drainage boundary in consolidation theories. This study presents an analytical solution for one‐dimensional small‐strain nonlinear consolidation of saturated multi‐layered soil with constant consolidation ...
Pyol Kim, Yong-Gun Kim, Songhun Kwak
exaly   +2 more sources

One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, 2020
AbstractThe traditional drainage boundary regards the drainage boundary as completely permeable or completely impervious. However, the drainage boundary is an impeded drainage boundary between completely permeable and impervious in engineering practice.
Xiaoyan Yang   +6 more
openaire   +2 more sources

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