Experimental investigation of the influence of the timing of strengthening on the structural behavior of segmental tunnel linings-Reference-Cited by-同舟云学术

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Experimental investigation of the influence of the timing of strengthening on the structural behavior of segmental tunnel linings

Published:2023-01 Issue: Volume:274 Page:115070
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Xian,Jiang Zijie,Mang Herbert A.^ORCID

Funder

Technische Universität Wien Bibliothek

National Natural Science Foundation of China-Guangdong Joint Fund

National Natural Science Foundation of China

Tongji University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Effects of hybrid steel fiber reinforced composites on structural performance of segmental linings subjected to TBM jacks;Avanaki;Struct Concr,2019

2. Design philosophy of concrete linings for tunnels in soft soils;Blom,2002

3. Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements;Bursi;Mater Struct,2000

4. Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation;Chang;Tunn Undergr Space Technol,2001

5. Discussion and definition on yield points of materials, members and structures;Feng;Eng Mech,2017

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1. Seismic fragility assessment of shield tunnels in liquefiable soil-rock strata using fuzzy method for IM optimization;Tunnelling and Underground Space Technology;2024-10

2. Mechanical Characteristics of Cracked Lining Reinforced with Steel Plate–UHPC Subjected to Vertical Load;Buildings;2024-05-23

3. Experimental study on the mechanical behavior of segmental joints of shield tunnels strengthened by a steel plate-UHPC composite;Tunnelling and Underground Space Technology;2024-02

4. Analysis of the influence of side wall opening on the arch structure of metro station using the PBA method;Stavební obzor - Civil Engineering Journal;2023-10-30

5. Full-scale test and numerical simulation of three-ring staggered-joint shield segment reinforcement under ultimate load conditions;European Journal of Environmental and Civil Engineering;2023-06-22

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