Analytical solution for adjacent pile deformation induced by excavation construction of transportation facilities considering heavy rainfall influence-Reference-Cited by-同舟云学术

Analytical solution for adjacent pile deformation induced by excavation construction of transportation facilities considering heavy rainfall influence

Published:2023-03 Issue: Volume:155 Page:105230
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Zhiguo,Mao Mindong,Zhang Mengxi,Zhu Zhengguo,Pan Yutao,Zhao Qihua

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference68 articles.

1. Soil Movements Induced by Tunnelling and Their Effects on Pipelines and Structures;Attewell,1986

2. Effects of tunnelling on pile foundations;Basile;Soils Found.,2014

3. Moisture and energy conditions during downward entry of water into soils;Bodman;Soil Sci. Soc. Am. J.,1944

4. Infiltration of water into nonuniform soil;Bouwer;J. Irrig. Drain. Eng.,1969

5. Suggestion of a method for landslide early warning using the change in the volumetric water content gradient due to rainfall infiltration;Chae;Environ. Earth Sci.,2012

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