Coupled Analytical Method for Braced Excavation Based on the Pasternak Foundation Model and Nonlinear <i>p</i> – <i>y</i> Curve Model-Reference-Cited by-同舟云学术

Coupled Analytical Method for Braced Excavation Based on the Pasternak Foundation Model and Nonlinear p – y Curve Model

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Han Meng¹,Chen Xiangsheng²,Jia Jinqing³^ORCID,Tu Bingxiong⁴

Affiliation:

1. Ph.D. Student, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China; School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China. ORCID: https://orcid.org/0000-0002-0880-579X.

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China; School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: .

4. Professor, Fujian Engineering Technology Research Center for Tunnel and Underground Space, Huaqiao Univ., Xiamen 361021, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9094

Reference55 articles.

1. A coupling rational finite element-boundary element method for a laterally loaded pile in transversely isotropic poroelastic soils

2. Attewell, P. B., J. Yeates, and A. R. Selby. 1986. Soil movements induced by tunnelling and their effects on pipelines and structures. Washington, DC: National Academies of Sciences, Engineering, and Medicine.

3. Selection ofp-y curves for the design of single laterally loaded piles

4. Design of Laterally Loaded Piles

5. Theoretical analysis of the barrier effect of embedded isolation piles on tunneling-induced vertical ground displacements