Simplified Analytical Solutions for Tunnel Settlement Induced by Axially Loading Single Pile and Pile Group-Reference-Cited by-同舟云学术

Simplified Analytical Solutions for Tunnel Settlement Induced by Axially Loading Single Pile and Pile Group

Published:2021-12 Issue:12 Volume:147 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wang Yixian¹,Liu Jian²^ORCID,Guo Panpan³^ORCID,Zhang Wei⁴,Lin Hang⁵,Zhao Yanlin⁶,Ou Qiang⁷

Affiliation:

1. Associate Professor, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China.

2. Master Degree Candidate, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China. ORCID: .

3. Ph.D. Candidate, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: .

4. Master Degree Candidate, School of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China.

5. Professor, School of Resource Safety Engineering, Central South Univ., Changsha, Hunan 410083, China.

6. Professor, Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines, Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan Univ. of Science and Technology, Xiangtan 411201, China.

7. Postdoctoral, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002035

Reference43 articles.

1. Study of influences of existing pile foundation loads on adjacent tunnel excavation and internal forces of primary support;An J.;Rock Soil Mech.,2014

2. Scaling Laws in Mechanics of Failure

3. Chung K. H. 2008. “Effects of piles on tunnels.” Ph.D. dissertation Dept. of Engineering Univ. of Cambridge.

4. Cooke R. W. 1974. “The settlement of friction pile foundations.” In Proc. Conf. on Tall Buildings. Kuala Lumpur Malaysia: Building Research Establishment.

5. Data Analysis of Pile Tunnel Interaction

Cited by 18 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. Mechanical Behavior of Single and Group Piles with a Low Cap Adjacent to Shield Tunneling in Composite Ground: Insights from Centrifugal Model Testing;Geotechnical and Geological Engineering;2024-09-04

2. Theoretical Analysis of Longitudinal Vertical Displacement of Subway Tunnels Caused by the Construction of Steel Casings for Bridge Piles;International Journal of Geomechanics;2024-08

3. Calculation method for the response changes of existing bridge piles caused by side penetration of shield tunnels considering construction factors and cumulative impact of excavation;Computers and Geotechnics;2024-08

4. Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement;Computers and Geotechnics;2024-05

5. Study on the Mechanism of Tunnel Subhorizontal Jet Grouting Reinforcement Based on a Shell Model on Two-Parameter Foundation;Journal of Engineering Mechanics;2024-04