Results 1 to 10 of about 2,496 (124)

Thermal Effect in Nonlinear One-Dimensional Consolidation of Cold Region Soil

Energies, 2022
The thermal effect can significantly influence the consolidation of the soil, especially in the cold region. Previous studies have established to research that the drops in the ambient temperature would slow down the consolidation process, resulting in ...
Zongqin Wang, Wenbing Wu, Peng Zhang, Zuodong Wang, Ruichen Xi, Minjie Wen   +5 more
doaj   +4 more sources

A One-Dimensional Nonlinear Consolidation Analysis of Double-Layered Soil with Continuous Drainage Boundary

Applied Sciences, 2023
Based on the soil nonlinearity assumptions proposed by Mesri, the one-dimensional nonlinear consolidation of double-layered soil is investigated. To better align with engineering reality, a continuous drainage boundary is introduced, bolstering the ...
Yi Zhang, Yong Yin, Mengfan Zong, Wenbing Wu, Zhongling Zong, Guoxiong Mei   +5 more
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One-Dimensional Nonlinear Consolidation for Soft Clays with Continuous Drainage Boundary Considering Non-Darcy Flow

Applied Sciences, 2023
Adopting the non-Darcy flow presented by Hansbo and considering the nonlinear compression and permeability characteristics of soils, the one-dimensional nonlinear consolidation problem of soft clays is investigated by means of a continuous drainage ...
Jin Wu, Ruichen Xi, Rongzhu Liang, Mengfan Zong, Wenbing Wu   +4 more
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Analytical solution for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading

Journal of Ocean Engineering and Science, 2021
This paper presents analytical solutions for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading.
Pyol Kim, Hyong-Sik Kim, Chol-U Pak, Chung-Hyok Paek, Gun-Hyang Ri, Hak-Bom Myong   +5 more
doaj   +4 more sources

One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient [PDF]

Advances in Civil Engineering, 2018
The existence of the threshold hydraulic gradient in clays under a low hydraulic gradient has been recognized by many studies. Meanwhile, most nature clays to some extent exist in an overconsolidated state more or less.
Chuanxun Li, Jinyang Xiao, Yang Yang, Wenbing Wu   +3 more
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Analytical Solution for One-Dimensional Nonlinear Consolidation of Saturated Double-Layered Soil Subjected to Cyclic Loadings [PDF]

Journal of Engineering, 2021
Cyclic loading-induced consolidation behavior of soft soil is of great interest for the analysis of offshore and onshore structures. In this study, an analytical solution for one-dimensional (1D) nonlinear consolidation of saturated double-layered soil ...
Pyol Kim, Chol-U Pak, Hakbom Myong
doaj   +2 more sources

Finite Analytic Method for One-Dimensional Nonlinear Consolidation under Time-Dependent Loading [PDF]

Shock and Vibration, 2017
For one-dimensional (1D) nonlinear consolidation, the governing partial differential equation is nonlinear. This paper develops the finite analytic method (FAM) to simulate 1D nonlinear consolidation under different time-dependent loading and initial ...
Dawei Cheng, Wenke Wang, Xi Chen, Zaiyong Zhang   +3 more
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A power–exponential secant modulus model for the compression and settlement behavior of compacted loess fill [PDF]

Scientific Reports
Uneven foundation settlement is a primary cause of various issues in high-fill engineering projects, arising from differences in the compressibility of fill materials associated with their inherent heterogeneity.
Zehui Li, Siyuan Ren, Anzhi Shen, Wankui Ni, Qixuan Zhong   +4 more
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Analysis of one-dimensional nonlinear consolidation of soft soil considering time-dependent loading with continuous drainage boundary

Rock and Soil Mechanics, 2022
Soil tends to have nonlinear compression characteristics, and the consolidation laws of soil are different under different compression characteristics.
WU Si-si, LUO Wen-qiang, LI Yin-can, CUI Wei-jian, WANG Shuo   +4 more
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One-dimensional nonlinear consolidation of a hyperbolic model with continuous drainage boundary under cyclic dynamic loading

Frontiers in Earth Science
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, Zhigang Huang, Xuan Wang, Lihong Tong, Jue Wang, Peijia Zhong, Zhihua Xu, Zhihua Xu   +7 more
doaj   +2 more sources