Mathematical modelling for strata deformation caused by rectangular pipe jacking construction in composite layered ground-Reference-Cited by-同舟云学术

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Mathematical modelling for strata deformation caused by rectangular pipe jacking construction in composite layered ground

Published:2024-12 Issue: Volume:136 Page:115649
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Zhang Xu^ORCID,Li Luyao,Xu Youjun,Meng Yixin

Publisher

Elsevier BV

Reference43 articles.

1. Face stability analysis of a shallow horseshoe-shaped shield tunnel in clay with a linearly increasing shear strength with depth;Zhang;Tunn. Undergr. Space Technol.,2020

2. Face stability analysis of tunnels in saturated soil considering soil-fluid coupling effect via material point method;Tu;Comput. Geotech.,2023

3. An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure;Han;Comput. Geotech.,2021

4. Analytical solutions of noncircular tunnels in viscoelastic semi-infinite ground subjected to surcharge loadings;Zeng;Appl. Math. Model.,2022

5. A jacking force study based on interpretation of box jacking records: a case study of curved rectangular box jacking in soft soil in Saitama, Japan;Yu;Tunn. Undergr. Space Technol.,2023

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