Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic Gradient under Multistage Loading-Reference-Cited by-同舟云学术

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Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic Gradient under Multistage Loading

Published:2020-11 Issue:11 Volume:20 Page:06020031
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Chuanxun¹^ORCID,Lu Mengmeng²^ORCID,Ma Haotian³

Affiliation:

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

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001846

Reference30 articles.

1. Sidere: numerical prediction of large-strain consolidation

2. One-dimensional consolidation under general time-dependent loading

3. Nonlinear consolidation of thin layers subjected to time-dependent loading

4. A Non-Linear Theory of Consolidation

5. Influence of a Critical Gradient on the Consolidation of Clays

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1. PINN-based approach to the consolidation analysis of visco-elastic soft soil around twin tunnels;Tunnelling and Underground Space Technology;2024-11

2. Installation of PHDs accelerates the self-weight consolidation of dredged sludge yards by considering the influence of the stacking process;Computers and Geotechnics;2024-05

3. Semi-analytical solution for one-dimensional consolidation of multi-layered soil considering non-Darcian flow and multi-stage loading under continuous drainage boundary;Computers and Geotechnics;2024-05

4. Piecewise-Linear Model for Large-Strain Consolidation with Threshold Hydraulic Gradient;International Journal of Geomechanics;2022-05

5. General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading;International Journal of Geomechanics;2022-05

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