[HTML][HTML] Consolidation of partially saturated ground improved by impervious column inclusion: Governing equations and semi-analytical solutions
This study focuses on the consolidation behavior and mathematical interpretation of partially-
saturated ground improved by impervious column inclusion. The constitutive relations for …
saturated ground improved by impervious column inclusion. The constitutive relations for …
Consolidation of unsaturated composite ground reinforced by permeable columns
In this paper, the governing equations and semi-analytical solutions are proposed to
investigate the consolidation behavior of unsaturated composite ground with the permeable …
investigate the consolidation behavior of unsaturated composite ground with the permeable …
Analytical model for two-dimensional electro-osmosis-enhanced preloading consolidation of unsaturated soil
Electro-osmotic consolidation is taken as a valid and practical approach for soft ground
improvement, and it is of vital significance to study the consolidation behaviour of electro …
improvement, and it is of vital significance to study the consolidation behaviour of electro …
A deep learning approach for predicting two-dimensional soil consolidation using physics-informed neural networks (PINN)
Y Lu, G Mei - Mathematics, 2022 - mdpi.com
The unidirectional consolidation theory of soils is widely used in certain conditions and
approximate calculations. The multidirectional theory of soil consolidation is more …
approximate calculations. The multidirectional theory of soil consolidation is more …
[PDF][PDF] 考虑井阻及涂抹作用的非饱和土竖井地基固结解析解
秦爱芳， 许薇芳， 李天义 - 工程地质学报, 2021 - dsjyj.com.cn
摘要以往的非饱和土竖井地基研究中未同时考虑竖井的井阻和涂抹作用, 大部分按理想竖井进行
研究, 然而井阻和涂抹作用是影响非饱和土竖井地基固结的重要因素. 针对这种情况 …
研究, 然而井阻和涂抹作用是影响非饱和土竖井地基固结的重要因素. 针对这种情况 …
An analytical solution for 2D plane strain consolidation in unsaturated soils with lateral and vertical semipermeable drainage boundaries under time-dependent …
This paper has proposed a closed-form solution for two-dimensional (2D) plane strain
consolidation in unsaturated soils with lateral and vertical semipermeable drainage …
consolidation in unsaturated soils with lateral and vertical semipermeable drainage …
One dimensional consolidation of multi-layered unsaturated soil under partially permeable boundary conditions and time-dependent loading
M Moradi, A Keshavarz, A Fazeli - Computers and Geotechnics, 2019 - Elsevier
In the present study the numerical Incremental Differential Quadrature Method (IDQM) was
utilized in order to produce a general solution for one-dimensional consolidation of layered …
utilized in order to produce a general solution for one-dimensional consolidation of layered …
One-dimensional nonlinear rheological consolidation analysis of soft ground under continuous drainage boundary conditions
P Cui, W Cao, Z Xu, H Li, M Hu - Computers and Geotechnics, 2023 - Elsevier
This work presents an upgraded one-dimensional (1D) nonlinear rheological system of soft
ground consolidation. In the system, the boundaries are characterized by the time …
ground consolidation. In the system, the boundaries are characterized by the time …
Analytical solutions for the consolidation of unsaturated foundation with prefabricated vertical drain
Based on the consolidation theory raised by Fredlund, the solutions for the equal‐strain
consolidation of unsaturated foundation with the prefabricated vertical drain considering …
consolidation of unsaturated foundation with the prefabricated vertical drain considering …
An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil
Existing solutions for analyzing one‐dimensional (1‐D) consolidation of unsaturated soil are
only derived to cater to two extreme drainage conditions (fully drained and undrained). This …
only derived to cater to two extreme drainage conditions (fully drained and undrained). This …