Consolidation Theory of Unsaturated Soils with Vertical Drains Considering Well Resistance and Smear Effect under Time-Dependent Loading-Reference-Cited by-同舟云学术

Consolidation Theory of Unsaturated Soils with Vertical Drains Considering Well Resistance and Smear Effect under Time-Dependent Loading

Published:2021-09 Issue:9 Volume:147 Page:04021055
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chen Deqiang¹^ORCID,Ni Pengpeng²,Zhang Xinlei³,Chen Zheng⁴^ORCID,Mei Guoxiong⁵,Feng Jianxue⁶^ORCID

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China. ORCID: .

2. Professor, Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Guangzhou 510275, China; Professor, Guangdong Key Laboratory of Oceanic Civil Engineering, Guangzhou 510275, China; Professor, Guangdong Research Center for Underground Space Exploitation Technology, Guangzhou 510275, China; Professor, School of Civil Engineering, Sun Yat-sen Univ., Guangzhou 510275, China.

3. Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

4. Postdoctoral Research Fellow, Guangzhou Municipal Engineering Group Ltd., No. 37, Huanshi Rd. East, Guangzhou 510060, China (corresponding author). ORCID: .

5. Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

6. Associate Professor, College of Civil Engineering and Architecture, GuiZhou Mingzu Univ., Guiyang 550025, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001966

Reference41 articles.

1. Consolidation of Fine-Grained Soils by Drain Wells by Drain Wells

2. One-dimensional nonlinear consolidation of multi-layered soil by differential quadrature method

3. Semi-Analytical Solution for Consolidation of Ground with Partially Penetrating PVDs under the Free-Strain Condition

4. Radial consolidation with vertical drains and general time-dependent loading

5. A method for the design of embedded cantilever retaining walls under static and seismic loading

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