A numerical investigation and probabilistic analysis of excavation earth retaining wall instability caused by underground pipeline leakage-Reference-Cited by-同舟云学术

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A numerical investigation and probabilistic analysis of excavation earth retaining wall instability caused by underground pipeline leakage

Published:2021-11 Issue: Volume:139 Page:104431
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Ji Jian,Xia Jiacheng,Zhang Zheming,Fu Guoyang,Kodikara Jayantha

Funder

Monash University

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Nineteenth Canadian Geotechnical Colloquium: the soil-water characteristic curve: a historical perspective;Barbour;Can. Geotech. J.,1998

2. Cracking in walls of a building adjacent to a deep excavation;Bryson;J. Perform. Constr. Facil,2011

3. Water distributions systems analysis: patterns in supply-pipe leakage;Burnell;Build. Partnerships,2000

4. The effect of drying on soil strength parameters;Camp;Soil Sci. Soc. Am. J.,1969

5. A numerical investigation into the effect of pressure on holes and cracks in water supply pipes;Cassa;Urban Water J.,2010

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3. Numerical Investigation on the Interaction between a U-Shaped Pile Supporting Structure and an Adjacent Gravity Retaining Wall in River Dredging;Applied Sciences;2023-06-01

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