Comparison study of mechanical characteristics between conventional shield tunnel and shield tunnel with mortise-groove cross-section in ground fissure site-Reference-Cited by-同舟云学术

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Comparison study of mechanical characteristics between conventional shield tunnel and shield tunnel with mortise-groove cross-section in ground fissure site

Published:2024-02-29 Issue: Volume: Page:1-24
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Yin Tao¹,Su Sanqing¹,Cao Zhen¹

Affiliation:

1. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13467581.2024.2320329

Reference28 articles.

1. Model Tests for Anti-Breaking Performance of a Fiber Reinforced Concrete Tunnel Lining;Cui G. Y.;Journal of Vibration and Shock,2019

2. Model Tests on Segmental Subway Tunnel Crossing Ground Fissure Belt;Fan W.;Chinese Journal of Geotechnical Engineering,2010

3. Experimental Investigation on Ultimate Bearing Capacity of Steel Fiber Reinforced Concrete Segment Joints in Shield Tunnels;Gong C. J.;China Journal of Highway and Transport,2017

4. Gou, Y. X. 2020. Study on the Structural Behaviors and Adaptability of Metro Shield Tunnel Crossing Ground Fissure Site. China: Chang’an University.

5. Model Test Study on Deformation and Failure Mechanism of Shield Tunnel Intersecting Ground Fissure with Large Angle;Gou Y. X.;China Civil Engineering Journal,2022

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