Analytical solutions for the restraint effect of isolation piles against tunneling-induced vertical ground displacements
Author:
Funder
National Natural Science Foundation of China
China Postdoctoral Science Foundation
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology
Reference44 articles.
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3. Horizontal Response of Existing Pile Induced by Adjacent Shield Tunnelling with Large Longitudinal Slope;2024
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