Results 191 to 200 of about 2,931 (225)
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International Journal for Numerical and Analytical Methods in Geomechanics
ABSTRACTThe self‐weight stress in multilayered soil varies with depth, and traditional consolidation research seldom takes into account the actual distribution of self‐weight stress, resulting in inaccurate calculations of soil consolidation and settlement.
Wenbing Wu, Guoxiong Mei
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ABSTRACTThe self‐weight stress in multilayered soil varies with depth, and traditional consolidation research seldom takes into account the actual distribution of self‐weight stress, resulting in inaccurate calculations of soil consolidation and settlement.
Wenbing Wu, Guoxiong Mei
exaly +2 more sources
Analysis of one-dimensional nonlinear consolidation of a saturated lumpy porous clay layer
Computers and Geotechnics, 2021Abstract In reclamation projects, excavated clay is dumped without any compaction to form a landfill with a heterogeneous pore structure. In this clay, interlump fissures is several orders of magnitude larger than intralump pores, forming lumpy porous clay with double porosity.
A-qiang Wang +3 more
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International Journal of Geomechanics, 2018
Bo Li, Ying-Guang Fang, Zhen-Feng Ou
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Bo Li, Ying-Guang Fang, Zhen-Feng Ou
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Canadian Geotechnical Journal, 1981
The one-dimensional consolidation of a thick clay layer, initially consolidated fully under its own weight, is considered. Account is taken of the variation of the coefficients of permeability and compressibility as consolidation proceeds. To render the theory consistent finite strains are permitted.
Robert E. Gibson +2 more
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The one-dimensional consolidation of a thick clay layer, initially consolidated fully under its own weight, is considered. Account is taken of the variation of the coefficients of permeability and compressibility as consolidation proceeds. To render the theory consistent finite strains are permitted.
Robert E. Gibson +2 more
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Computers and Geotechnics, 2023
202306 bckw ; Author’s Original ; RGC ; Published ; Green (AO)
Li, P, Yin, JH, Yin, ZY, Chen, Z
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202306 bckw ; Author’s Original ; RGC ; Published ; Green (AO)
Li, P, Yin, JH, Yin, ZY, Chen, Z
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Solution of some nonlinear one‐dimensional consolidation problems
Communications in Applied Numerical Methods, 1987AbstractThe analysis of nonlinear one‐dimensional consolidation of clay is considered. An algorithm is presented which allows nonlinear clay parameters to be accommodated in the prediction of both the magnitude and the rate of consolidation. The method is based on the finite element solution of Biot's coupled consolidation problem, together with a ...
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European Journal of Environmental and Civil Engineering, 2020
Following the assumptions proposed by Davis and Raymond, an analytical solution for one-dimensional nonlinear consolidation of double-layered soil under constant loading is derived by introducing a...
Mengfan Zong +5 more
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Following the assumptions proposed by Davis and Raymond, an analytical solution for one-dimensional nonlinear consolidation of double-layered soil under constant loading is derived by introducing a...
Mengfan Zong +5 more
openaire +1 more source