Peridynamic investigation on crack propagation mechanism of rock mass during excavation of tunnel group in cold regions-Reference-Cited by-同舟云学术

Peridynamic investigation on crack propagation mechanism of rock mass during excavation of tunnel group in cold regions

Published:2023-01-25 Issue: Volume: Page:1-16
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Zhang Jiming¹,Guo Li¹^ORCID

Affiliation:

1. Jiangsu Key Laboratory of Engineering Mechanics, Department of Engineering Mechanics, School of Civil Engineering, Southeast University, Nanjing, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2023.2169791

Reference46 articles.

1. A state-of-the-art review of sustainable energy based freeze proof technology for cold-region tunnels in China

2. Non-linear analysis for the freezing–thawing situation of the rock surrounding the tunnel in cold regions under the conditions of different construction seasons, initial temperatures and insulations

3. A damage model for frost heaving pressure in circular rock tunnel under freezing-thawing cycles

4. Empirical Frost Heave Model for Saturated Rock Under Uniform and Unidirectional Freezing Conditions

5. Frost-heaving pressure in geotechnical engineering materials during freezing process

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