Failure behaviour of frozen rock with double ice-filled flaws under Brazilian splitting tension-Reference-Cited by-同舟云学术

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Failure behaviour of frozen rock with double ice-filled flaws under Brazilian splitting tension

Published:2024-06 Issue: Volume:304 Page:110124
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Wang Tingting^ORCID,Niu Leilei,Liu Kai^ORCID,Li Pingfeng,Tang Chun'an,Yu Jiang

Funder

National Natural Science Foundation of China

Northwest Institute of Eco-Environment and Resources State Key Laboratory of Frozen Soil Engineering

Ministry of Science and Technology of the People's Republic of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Reference62 articles.

1. Geological discontinuity persistence: Implications and quantification;Shang;Eng Geol,2018

2. Method for evaluating the equivalent thermal conductivity of a freezing rock mass containing systematic fractures;Liu;Rock Mech Rock Eng,2022

3. A study on mechanical properties and damage model of rock subjected to freeze-thaw cycles and confining pressure;Zhang;Cold Reg Sci Technol,2020

4. Effect of frost heave on long-term roughness deterioration of flexible pavement structures;Sylvestre;In J Pavement Eng,2019

5. Influence of pore water (ice) content on the strength and deformability of frozen argillaceous siltstone;Jia;Rock Mech Rock Eng,2020

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1. Analysis of multi-level force chain network in granite tensile fracture based on 3D-GBM;Engineering Failure Analysis;2024-12

2. Durability and Permeability Characteristics of Consolidated Bodies After Grouting in Freeze–Thaw Rock in Cold Regions;Rock Mechanics and Rock Engineering;2024-09-02

3. Dynamic mechanical behaviours of frozen rock under sub-zero temperatures and dynamic loads;International Journal of Rock Mechanics and Mining Sciences;2024-08

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