Practical Investigation into Two Types of Analyses in Predicting Ground Displacements Due to Dewatering and Excavation-Reference-Cited by-同舟云学术

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Practical Investigation into Two Types of Analyses in Predicting Ground Displacements Due to Dewatering and Excavation

Published:2015-11 Issue:6 Volume:28 Page:
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Tan Yan-Pei¹,Chen Jin-Jian²,Wang Jian-Hua³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

2. Associate Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China (corresponding author).

3. Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 800 Dongchuan Rd., Shanghai 200240, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0000431

Reference46 articles.

1. Steady non-Darcian seepage through embankments;Basak P.;J. Irrig. Drain. Div.,1976

2. Mathematical model for regional land subsidence due to pumping: 1. Integrated aquifer subsidence equations based on vertical displacement only

3. Mathematical model for regional land subsidence due to pumping: 2. Integrated aquifer subsidence equations for vertical and horizontal displacements

4. General Theory of Three‐Dimensional Consolidation

5. Theory of Elasticity and Consolidation for a Porous Anisotropic Solid

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1. Prediction of the displacement in a foundation pit based on neural network model fusion error and variational modal decomposition methods;Measurement;2025-01

2. Effect of Stratum Distribution on Deep Circular Excavation with Dewatering Above a Multi-Aquifer System by Hydro-Mechanical Coupled Numerical Analysis;Journal of Shanghai Jiaotong University (Science);2024-06-24

3. One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary;International Journal of Geomechanics;2023-07

4. Numerical Simulation of Mudstone Shield Tunnel Excavation with ABAQUS Seepage–Stress Coupling: A Case Study;Sustainability;2022-12-30

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