Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach-Reference-Cited by-同舟云学术

Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach

Published:2022-06 Issue:6 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Soomro Mukhtiar Ali¹,Kumar Manoj²^ORCID,Mangi Naeem³^ORCID,Mangnejo Dildar Ali⁴,Cui Zhen-Dong⁵^ORCID

Affiliation:

1. Professor, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou, Jiangsu 221116, P. R. China (corresponding author).

2. Engineer, Lecturer, Dept. of Civil Engineering, Mehran Univ. of Engineering & Technology, Jamshoro, Pakistan. ORCID: .

3. Engineer, Lecturer, Dept. of Civil Engineering, Quaid-e-Awam Univ. of Engineering, Science & Technology, Sindh, Pakistan. ORCID: .

4. Engineer, Ph.D. Student, Dept. of Civil Engineering, Quaid-e-Awam Univ. of Engineering, Science & Technology, Sindh, Pakistan.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002386

Reference44 articles.

1. Bezuijen, A., and J. S. Van der Schrier. 1994. “The influence of a bored tunnel on pile foundations.” In Proc., Centrifuge'94, edited by C. F. Leung, F. H. Lee, and T. S. Tan, 681–686. Rotterdam, The Netherlands: Balkema.

2. Serviceability-Based Finite-Element Approach on Analyzing Combined Pile–Raft Foundation

3. Steady-state response of flexible combined pile-raft foundation under dynamic loading

4. Observed ground and pile group responses due to tunneling in Bangkok stiff clay

5. CEN (European Committee for Standardization) 2001. Geotechnical design: General rules, part 1. Final Draft. Eurocode 7. Brussels, Belgium: CEN.

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