Analytical Solution for Consolidation of Composite Column–Reinforced Ground in Unsaturated Soils Including Smear Effect and Time-Varying Loading-Reference-Cited by-同舟云学术

Analytical Solution for Consolidation of Composite Column–Reinforced Ground in Unsaturated Soils Including Smear Effect and Time-Varying Loading

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Qin Aifang¹^ORCID,Gong Jiaming²^ORCID,Li Tianyi³

Affiliation:

1. Professor, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China (corresponding author). ORCID: .

2. Master’s Student, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China. ORCID: .

3. Ph.D. Candidate, School of Mechanics and Engineering Science, Shanghai Univ., Shanghai 200444, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002179

Reference43 articles.

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

2. Stone Column–Stabilized Soft-Soil Performance Influenced by Clogging and Lateral Deformation: Laboratory and Numerical Evaluation

3. Consolidation around stone columns. Influence of column deformation

4. Dakshanamurthy V. and D. Fredlund. 1980. “Moisture and air flow in an unsaturated soil.” In Proc. Expansive Soils 514–532. Reston VA: ASCE.

5. Dakshanamurthy V. D. Fredlund and H. Rahardjo. 1984. “Coupled three-dimensional consolidation theory of unsaturated porous media.” In Proc. 5th Int. Conf. on Expansive Soils. Barton Australia: Engineers Australia.

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