Tunneling influence zones for adjacent existing pile foundation in soft soil developed by numerical analysis

被引：0

作者：

Jongpradist, P. ^{[1
]}

Sawatparnich, A. ^{[2
]}

Youwai, S. ^{[1
]}

Sunitsakul, J. ^{[2
]}

Kongkitkul, W. ^{[1
]}

Suwansawat, S. ^{[3
]}

机构：

[1] King Mongkuts Univ Technol Thonburi, Dept Civil Engn, Bangkok, Thailand

[2] Minist Transport, Dept Highways, Bangkok, Thailand

[3] Kings Mongkuts Inst Technol, Dept Civil Engn, Bangkok, Thailand

来源：

UNDERGROUND - THE WAY TO THE FUTURE | 2013年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study developed tunneling influence zones for nearby pile foundations in Bangkok soft soil using the numerical analysis results. The analyses were conducted by means of three dimensional simulation of interaction between an existing pile foundation and tunnel construction. Both the shallow tunneling (long pile) and deep tunneling (short pile) conditions are separately investigated and the zones of influence are suggested. By combining the zones of influence from both conditions, the tunneling influence zone for adjacent existing pile foundation in soft soil can be obtained. Based on the ground condition, geometries of the pile and the tunnel, tunnel construction method, and evaluated criteria considered in this study, the unique significant zones of influence for various conditions can be identified. The obtained zones are also discussed with those suggested in previous study.

引用

页码：633 / 640

页数：8

共 50 条

[1] Tunneling influence zones for adjacent existing pile foundation in soft soil developed by numerical analysis
Jongpradist, P.
Sawatparnich, A.
Youwai, S.
Sunitsakul, J.
Kongkitkul, W.
Suwansawat, S.
Underground - The Way to the Future: Proceedings of the World Tunnel Congress, WTC 2013, 2013, : 633 - 640
[2] Development of tunneling influence zones for adjacent pile foundations by numerical analyses
Jongpradist, Pornkasem
Kaewsri, Theerapong
Sawatparnich, Attasit
Suwansawat, Suchatvee
Youwai, Sompote
Kongkitkul, Warat
Sunitsakul, Jutha
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 34 : 96 - 109
[3] Dimensional Influence of Tunneling on Adjacent Pile Foundation
Ma, Shaokun
Zho, Xiaobing
Hu, Ping
Han, Guoliang
Yao, Xiao
Ou, Xiaoduo
ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 639 - +
[4] Analysis of the Influence of Pile-Raft Foundation Reinforcement on an Adjacent Existing Line Foundation
Zuo, Shen
Zuo, Xianglong
Li, Jin
Liu, Peng
Cui, Xinzhuang
APPLIED SCIENCES-BASEL, 2023, 13 (05):
[5] Numerical analysis of influence of pile foundation construction on adjacent metro tunnel
Ding Z.
Zhang X.
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2019, 50 (02): : 390 - 399
[6] SOIL MOVEMENTS ASSOCIATED WITH TUNNELING AND THEIR EFFECTS ON AN ADJACENT PILE FOUNDATION.
Yashima, Atsushi
Shibata, Toru
Sekiguchi, Hideo
Kohno, Mitsuyoshi
Bulletin of the Disaster Prevention Research Institute., 1985, 35 (pt 4): : 115 - 135
[7] Soil lateral mode and numerical analysis of pile foundation subjected to adjacent surcharge loads
Li, Zhong-Cheng
Zhu, Xiao-Jun
Yantu Lixue/Rock and Soil Mechanics, 2007, 28 (SUPPL.): : 809 - 814
[8] Numerical analysis on influence of foundation pit excavation on deformation of adjacent existing tunnel
Lin, Hang
Chen, Jingyu
Guo, Chun
Liu, Qunyi
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2015, 46 (11): : 4240 - 4247
[9] Numerical Analysis of the Influence of Deep Foundation Pit Construction on Adjacent Subway Stations in Soft Soil Areas
Yang, Tao
Xiong, Shengyuan
Liu, Shuailei
Liu, Yang
Zhao, Hao
Li, Yanwei
ADVANCES IN CIVIL ENGINEERING, 2022, 2022
[10] Interaction analysis of foundation pit excavation and adjacent existing building's pile foundation
Xu, Shanshan
Gao, Qiusheng
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 286 - +

← 1 2 3 4 5 →