Analytical Solution for Nonlinear Consolidation Considering Time-Dependent Well Resistance and Lateral Deformation under Vacuum Preloading-Reference-Cited by-同舟云学术

Analytical Solution for Nonlinear Consolidation Considering Time-Dependent Well Resistance and Lateral Deformation under Vacuum Preloading

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cao Yupeng¹,Bian Xia²^ORCID,Li Mingdong³^ORCID,Xu Guizhong⁴

Affiliation:

1. College of Civil Engineering and Architecture, Weifang Univ., Weifang 261061, China; Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

3. School of Civil Engineering and Architecture, East China University of Technology, Nanchang 330013, China. ORCID: .

4. Geotechnical Research Institute, Yancheng Institute of Technology, Yancheng 224051, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9030

Reference52 articles.

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

2. Proposed criteria for discharge capacity of prefabricated vertical drains

3. The Radial Consolidation of Clay Soils

4. Plasticity role in strength behavior of cement-phosphogypsum stabilized soils

5. Fabric changes induced by super-absorbent polymer on cement–lime stabilized excavated clayey soil;Bian X.;J. Rock Mech. Geotech. Eng.,2021

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