Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic Gradient under Multistage Loading
Author(s): |
Chuanxun Li
(Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P. R. China (corresponding author))
Mengmeng Lu (School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, P. R. China) Haotian Ma (Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P. R. China.) |
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Medium: | journal article |
Language(s): | English |
Published in: | International Journal of Geomechanics, November 2020, n. 11, v. 20 |
Page(s): | 06020031 |
DOI: | 10.1061/(asce)gm.1943-5622.0001846 |
- About this
data sheet - Reference-ID
10606537 - Published on:
08/05/2021 - Last updated on:
08/05/2021