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Study on constitutive model of marine soft soil based on disturbed state concept. [PDF]

Sci Rep
Zhang H, Sun Y, Liu Y, Wu K, Zheng Y, Lu H, Chen R.   +6 more
europepmc   +1 more source

Precise discrimination of mycobacterial pulmonary diseases via multimodal machine learning integrating chest CT and clinical markers. [PDF]

Front Med (Lausanne)
Jin Y, Ding J, Ouyang J, Yao Z, Wang L, Xu R, Jin X.   +6 more
europepmc   +1 more source

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One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect

Computers and Geotechnics, 2018
Abstract Based on the assumption that the change of the void ratio is caused by effective stress, creep effect and temperature, a one-dimensional nonlinear consolidation theory considering the thermal effect is established that contains the heat balance equation and the continuity equation. Verification and calculation examples are performed.
Yue-bao Deng
exaly   +2 more sources

A study on one-dimensional nonlinear consolidation of double-layered soil

Computers and Geotechnics, 2002
Abstract In this paper, an analytical solution is derived for one-dimensional nonlinear consolidation of double-layered soil, based on the assumptions proposed by Davis and Raymond (Davis EH, Raymond GP. A non-linear theory of consolidation. Geotechnique 1965;15(2):161–73) that the decrease in permeability is proportional to the decrease in ...
Xinyu Xie, Kang-He Xie
exaly   +2 more sources

One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method

Computers and Geotechnics, 2005
Abstract In this paper the differential quadrature method (DQM) is introduced into the analysis of one-dimensional nonlinear consolidation of multi-layered soil with partially drained boundaries and arbitrary loading condition. The effect of initial effective stress distribution is taken into account. The convergence and accuracy study shows that the
R.P. Chen, W.H. Zhou, H.Z. Wang, Y.M. Chen   +3 more
exaly   +2 more sources

Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading

Journal of Zhejiang University: Science A, 2006
This paper presents an analytical solution for one-dimensional consolidation of soft soil under some common types of cyclic loading such as trapezoidal cyclic loading, based on the assumptions proposed by Davis and Raymond (1965) that the decrease in permeability is proportional to the decrease in compressibility during the consolidation process of the
Kang-He Xie
exaly   +2 more sources

One-dimensional nonlinear creep consolidation of soft soils with time-dependent drainage boundary under construction load

International Journal for Numerical and Analytical Methods in Geomechanics, 2023
AbstractTo further investigate the nonlinear creep properties of soft soils and the effect of variable loading, a one‐dimensional (1D) nonlinear creep consolidation system of soft soils under construction load is established, including time‐dependent drainage (TDD) boundary, elastic‐viscous‐plastic deformation, non‐Darcy flow (NDF), and self‐weight ...
Peng-lu Cui
exaly   +2 more sources

One-dimensional nonlinear consolidation analysis of soil with continuous drainage boundary

Journal of Central South University, 2022
Wenbing Wu, Rongzhu Liang, Yi Tian
exaly   +2 more sources