Analytical solution for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading

被引：26

作者：

Kim, Pyol ^{[1
]}

Kim, Hyong-Sik ^{[1
]}

Pak, Chol-U ^{[1
]}

Paek, Chung-Hyok ^{[1
]}

Ri, Gun-Hyang ^{[1
]}

Myong, Hak-Bom ^{[1
]}

机构：

[1] Kim II Sung Univ, Fac Geol, Pyongyang 999093, North Korea

来源：

JOURNAL OF OCEAN ENGINEERING AND SCIENCE | 2021年 / 6卷 / 01期

关键词：

Saturated soil; Multi-layered; Nonlinear consolidation; Analytical solution; VARIABLE PERMEABILITY; CLAYS;

D O I：

10.1016/j.joes.2020.04.004

中图分类号：

U6 [水路运输]; P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

This paper presents analytical solutions for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading. Analytical solutions are derived for one-dimensional nonlinear consolidation of multi-layered soil subjected to constant loading and ramp loading. The proposed solutions are verified through the comparison with the existing solutions for double-layered soil and singlelayered soil, which shows the proposed solutions are more general ones for one-dimensional nonlinear consolidation of saturated soils subjected to time-dependent loading. Based on the proposed solutions, nonlinear consolidation behavior of saturated multi-layered soil under time-dependent loading is investigated. (c) 2020 Shanghai Jiaotong University. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license ( http://creativecommons.org/licenses/by-nc-nd/4.0/ )

引用

页码：21 / 29

页数：9

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