Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic Gradient under Multistage Loading
Auteur(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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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | International Journal of Geomechanics, novembre 2020, n. 11, v. 20 |
Page(s): | 06020031 |
DOI: | 10.1061/(asce)gm.1943-5622.0001846 |
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sur cette fiche - Reference-ID
10606537 - Publié(e) le:
08.05.2021 - Modifié(e) le:
08.05.2021