Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance-Reference-Cited by-同舟云学术

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Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance

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:

Shan Jie¹,Lu M. M.²^ORCID

Affiliation:

1. Master’s Candidate, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China.

2. Professor, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8307

Reference47 articles.

1. Mitigation of liquefaction and associated ground deformations by stone columns

2. Deformation analysis of soft ground reinforced by columnar inclusions

3. Observational Procedure of Settlement Prediction

4. Consolidation of soil using vertical drains

5. Effect of stone column yield on settlement of rigid foundations in stabilized clay

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of the ribbed steel core on the inner interface mechanical behavior of the ESDCM pile;Case Studies in Construction Materials;2024-12

2. Analysis on Large-Strain Nonlinear Consolidation of PVD-Improved Soft Soils with Non-Darcian Flow Considering Variable Well Resistance and Vacuum Pressure;International Journal of Geomechanics;2024-02

3. Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage;Soil Dynamics and Earthquake Engineering;2024-01

4. Nonlinear analysis for consolidation of soft soils improved by composite piles with stiff core and gravel shell;Computers and Geotechnics;2024-01

5. Consolidation by Vertical Drains Considering the Rheological Characteristics of Soil under Depth and Time-Dependent Loading;Sustainability;2023-04-03

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