Numerical investigation of pile responses induced by adjacent tunnel excavation in spatially variable clays

Numerical investigation of pile responses induced by adjacent tunnel excavation in spatially variable clays

The pile responses induced by adjacent tunnel excavation have been a hot research topic in geotechnical engineering. Tunnel excavation may exert disturbance to the surrounding soil mass and then influence the adjacent pile foundations. In this paper, the random finite difference analysis considering...

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Bibliographic Details
Main Authors:	Xin Gu, Fuyong Chen, Wengang Zhang, Qi Wang, Hanlong Liu
Format:	Article
Language:	English
Published:	KeAi Communications Co., Ltd. 2022-10-01
Series:	Underground Space
Subjects:	Pile response Tunnel excavation Random field Spatially variable clays Random finite difference analysis
Online Access:	http://www.sciencedirect.com/science/article/pii/S2467967421000933

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