Numerical Analysis of Ground Surface Settlement Induced by Double-O Tube Shield Tunneling-Reference-Cited by-同舟云学术

Numerical Analysis of Ground Surface Settlement Induced by Double-O Tube Shield Tunneling

Published:2016-10 Issue:5 Volume:30 Page:04016012
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Chen Shong-Loong¹,Lee Shen-Chung²,Wei Yu-Syuan³

Affiliation:

1. Professor, Institute of Civil and Disaster Prevention Engineering, National Taipei Univ. of Technology, 1, Sec. 3, Zhongxiao E. Rd., Taipei 10608, Taiwan (corresponding author).

2. Graduate Student, Graduate Institution of Engineering Technology-Doctoral, National Taipei Univ. of Technology, 1, Sec. 3, Zhongxiao E. Rd., Taipei 10608, Taiwan.

3. Institute of Civil and Disaster Prevention Engineering, National Taipei Univ. of Technology,1, Sec. 3, Zhongxiao E. Rd., Taipei 10608, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000732

Reference18 articles.

1. Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models

2. Benz T. (2007). “Small-strain stiffness of soil and its numerical consequences.” Ph.D. thesis Univ. of Stuttgart Stuttgart Germany 193.

3. Brinkgreve R. B. J. (2005). “Selection of soil models and parameters for geotechnical application.” Proc. GeoFrontiers 2005: Soil Constitutive Models Evaluation Selection and Calibration ASCE Reston VA 69–97.

Cited by 29 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. Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation;Soils and Foundations;2024-06

2. Three-dimensional Finite-element Analysis of the Influence of Tunneling on Pile Foundations;Jordan Journal of Civil Engineering;2023-10-01

3. The influence of pipe-jacking tunneling on deformation of existing tunnels in soft soils and the effectiveness of protection measures;Transportation Geotechnics;2023-09

4. Analysis of Methods of Modeling the Influence of Tunneling on the Deformation of the Surrounding Soil Mass;Soil Mechanics and Foundation Engineering;2023-05

5. Relevance of finite element analysis to simulate oedometer test for estimating the compressibility of soil;Materials Today: Proceedings;2023-05