Analysis of One-Dimensional Consolidation for Double-Layered Soil with Non-Darcian Flow Based on Continuous Drainage Boundary-Reference-Cited by-同舟云学术

Analysis of One-Dimensional Consolidation for Double-Layered Soil with Non-Darcian Flow Based on Continuous Drainage Boundary

Published:2023-03 Issue:3 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zong Mengfan¹,Wu Wenbing²^ORCID,El Naggar M. Hesham³,Mei Guoxiong⁴,Zhang Yi¹

Affiliation:

1. Lecturer, School of Civil and Ocean Engineering, Jiangsu Ocean Univ., Lianyungang, Jiangsu 222005, China.

2. Professor, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China (corresponding author). ORCID: .

3. Professor, Geotechnical Research Centre, Dept. of Civil and Environmental Engineering, Western Univ., London, ON N6A 5B9, Canada.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7853

Reference39 articles.

1. Coupled Consolidation of Layered Unsaturated Soil under General Time-Dependent Loading

2. One‐dimensional self‐weight consolidation with continuous drainage boundary conditions: Solution and application to clay‐drain reclamation

3. Solution Charts for Finite Strain Consolidation of Normally Consolidated Clays

4. Simultaneous consolidation of contiguous layers of unlike compressible soils;Gray H.;Am. Soc. Civ. Eng.,1945

5. Consolidation of clay with special reference to influence of vertical drains;Hansbo S.;Swedish Geotech. Inst.,1960

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