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One-dimensional nonlinear consolidation of a hyperbolic model with continuous drainage boundary under cyclic dynamic loading [PDF]
IntroductionSoft clay foundations exhibit complex nonlinear consolidation characteristics under cyclic loading, which significantly affects long-term stability.MethodsThis study proposes an innovative one-dimensional nonlinear consolidation analysis ...
Zhigang Huang +7 more
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For the coupled process of one-dimensional consolidation and contaminant transport in a compacted clay liner under mechanical-chemical loading, the corresponding coupled model is established by considering the nonlinear changes of compressibility and ...
JIANG Wenhao 1, 2, 3, LI Jiangshan 1, 3, FENG Chen 1, 2, 3
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The Simulation of the Nonlinear Consolidation of Porous Media
In this paper, the general formulation of the problem of coupled deformation of a porous deformable medium with a fluid flowing through the pores is formulated, mathematically investigated and numerically implemented within the framework of physical and geometric nonlinearity.
S. V Sheshenin, N. B Artamonova
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Nonlinear consolidation model for stratified soils with vertical drains based on spectral method
Many soft soil foundations with vertical drains are stratified, and the permeability and compressibility of soils change nonlinearly during the consolidation process.
XU Bin-hua 1, 2, HE Ning 1, 3, ZHOU Yan-zhang 1, ZHANG Zhong-liu 1
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Study of the Nonuniform Consolidation Characteristics of Soft Soils Using a Novel Model
The degree of soil nonuniformity consolidation varies continuously with the passage of consolidation time and is accompanied by nonlinear alterations in soil parameters.
Yuefu Zhou +3 more
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Soil tends to have nonlinear compression characteristics, and the consolidation laws of soil are different under different compression characteristics.
WU Si-si +4 more
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Some remarks on nonlinear consolidation models
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
LANCELLOTTA, RENATO, BONZANI, IDA
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The in-situ soft soil is usually the K0 consolidated one with the initial anisotropy, and laboratory triaxial tests usually uses the remolded soil with isobaric consolidation.
GAO Yan-bin 1, LUO Wen-kang 1, LUO Jia-lian 2, QIAN Jin-wei 2, ZHANG He-shen 2
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Nonlinear consolidation analysis of multilayered soil with coupled vertical-radial drainage using the spectral method [PDF]
The nonlinear variation of soil compressibility and permeability with void ratio (i.e., e-log σ′ and e-log k) has been included in the consolidation theory to accurately predict the behavior of soft soil stabilized by vertical drains.
Rujikiatkamjorn, C +4 more
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Experimental Study on Nonlinear Characteristics of Permeability and Compressibility of Soft Clay [PDF]
Consolidation and permeability tests were conducted on soft clays with different liquid limit by GDS consolidation apparatus. Some fitting parameters were studied for 4 common nonlinear permeability models based on the test data.
Yue Chang-xi +4 more
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