Nonlinear Consolidation Analysis of Soft Soils with Vertical Drains Considering Variable Well Resistance with Time and Depth under Multistage Loading-Reference-Cited by-同舟云学术

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Nonlinear Consolidation Analysis of Soft Soils with Vertical Drains Considering Variable Well Resistance with Time and Depth under Multistage Loading

Published:2023-04 Issue:4 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Chuanxun¹^ORCID,Wang Jie²,Yang Yang²,Lu Mengmeng³^ORCID

Affiliation:

1. Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P. R. China (corresponding author). ORCID: .

2. Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P. R. China.

3. School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, P. R. China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7984

Reference29 articles.

1. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. ASCE,1948

2. Proposed criteria for discharge capacity of prefabricated vertical drains

3. Investigation of Factors Affecting Vertical Drain Behavior

4. Effect of hydraulic radius on long-term drainage capacity of geosynthetics drains;Chai J. C.;Geotext. Geomembr.,2004

5. Behavior of Vertical Drain Improved Subsoil Under Embankment Loading

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1. Analytical solution for consolidation of partially penetrated drainage columns composite foundation based on modified equal strain assumption;Computers and Geotechnics;2024-12

2. An analytical solution for the nonlinear large strain consolidation of soils treated by electro-osmosis combined with vacuum and surcharge preloading;Computers and Geotechnics;2024-10

3. Large strain consolidation of soft soils with partially penetrating PVDs: Analytical solutions incorporating variable well resistance;Computers and Geotechnics;2024-10

4. Investigation and numerical simulation study on the vertical bearing mechanism of large-diameter overlength piles in water-enriched soft soil areas;Applied Rheology;2024-01-01

5. Analytical solutions for one-dimensional nonlinear large strain consolidation of soft soils with high compressibility under a multi-stage loading;European Journal of Environmental and Civil Engineering;2023-11-23

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