Equations to predict vertical deflection and maximum stress of buried pipes under overburden-Reference-Cited by-同舟云学术

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Equations to predict vertical deflection and maximum stress of buried pipes under overburden

Published:2024-10 Issue: Volume:152 Page:105943
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Yadong^ORCID,Wong Ron Chik-Kwong

Publisher

Elsevier BV

Reference62 articles.

1. ABAQUS, 2010. User’s Manual - Version 6.10. Abaqus Inc.

2. Guidelines for the Design of Buried Steel Pipe,2001

3. Seismic response and design of buried concrete pipes subjected to soil loads;Alzabeebee;Tunn. Undergr. Space Technol.,2019

4. Response of buried uPVC pipes subjected to earthquake shake;Alzabeebee;Innov. Infrastruct. Sol.,2019

5. A comparative study of the effect of the soil constitutive model on the seismic response of buried concrete pipes;Alzabeebee;J. Pipeline Sci. Eng.,2022

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