Longitudinal analysis model for segment lining uplift during shield tunnelling considering shearing dislocation of circumferential joints-Reference-Cited by-同舟云学术

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Longitudinal analysis model for segment lining uplift during shield tunnelling considering shearing dislocation of circumferential joints

Published:2024-08 Issue: Volume:132 Page:298-318
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Ma Longxiang^ORCID,Xue Chenxi,Yang Hao,Mo Yixiang

Publisher

Elsevier BV

Reference31 articles.

1. Temporal and spatial distribution of the grout pressure and its effects on lining segments during synchronous grouting in shield tunnelling;Liang;Eur. J. Environ. Civil Eng.,2020

2. Experimental study on fresh state properties of single-liquid semi-inert synchronous grouting for shield tunnels in water-rich sand strata;Qi;Arab. J. Sci. Eng.,2021

3. Spatial distribution model of the filling and diffusion pressure of synchronous grouting in a quasi-rectangular shield and its experimental verification;Liu;Underground Space,2021

4. Study on the floating of large diameter underwater shield tunnel caused by synchronous grouting;Liang;Geofluids,2022

5. Modified calculation model for segment floating in slurry shield tunnel;Geng;J. Performance Construct. Facilities,2021

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Structural safety of in-service motorway tunnel linings under defective conditions;Engineering Research Express;2024-09-01

2. Study on crack law of shield segment under load variation based on XFEM;International Journal of Structural Integrity;2024-08-13

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