|Table of Contents|

Research Summary of Tunnel Excavation Effects on Adjacent Pile Foundation(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2011年01期
Page:
118-126
Research Field:
Publishing date:
2011-03-20

Info

Title:
Research Summary of Tunnel Excavation Effects on Adjacent Pile Foundation
Author(s):
YANG Min1; 2;  SUN Qing1; 2
1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
Keywords:
tunnel excavation;  pile foundation;  settlement;  numerical simulation;  finite element method
PACS:
TU473
DOI:
-
Abstract:
The existing research results of tunnel excavation effects on adjacent pile foundation were introduced. The comparisons between some test results and theoretical analysis results were conducted, and then the differences of results of tunnelling-induced pile foundation settlement, axial force, lateral deflection, bending moment, as well as pile group effect were discussed. The merits and shortcomings of the existing research were summarized. The analysis results show that all existing research methods have limitations, a general agreement among all the investigations can not yet be obtained. Furthermore, contradictory observations are always found in the study. The research method of centrifuge tests of simulating 3-D tunnel advancement combined with 3-D numerical simulation is development direction in future.

References:

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Last Update: 2011-03-20