Interface Stress Analysis and Failure Mechanism of Rock–Concrete Composite Structures Under Multi-directional Stress Waves-Reference-Cited by-同舟云学术

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Interface Stress Analysis and Failure Mechanism of Rock–Concrete Composite Structures Under Multi-directional Stress Waves

Published:2024-07-10 Issue: Volume: Page:
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Chen Jianxing^ORCID,Zhou Lei,Zhu Zheming,Shui Xin,Ma Leijun,Wang Meng

Funder

National Natural Science Foundation of China

Sichuan Science and Technology Program

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-04047-6.pdf

Reference44 articles.

1. Ansell A (2004) In situ testing of young shotcrete subjected to vibrations from blasting. Tunn Uundergr Sp Tech 19:587–596

2. Bentz DP, Garboczi EJ (1999) Computer modelling of interfacial transition zone: microstructure and properties. NIST, Gaithersburg, MD

3. Borrvall T, Riedel W (2011) The RHT concrete model in LS-DYNA. In: Proceedings of the 8th European LS-DYNA user conference

4. Bryne LE, Ansell A, Holmgren J (2014) Laboratory testing of early age bond strength of shotcrete on hard rock. Tunn Uundergr Sp Tech 41:113–119

5. Chen X, Zhang J, Xiao Y (2015) Effect of roughness on shear behavior of red clay–concrete interface in large-scale direct shear tests. Can Geotech J 52:1122–1135

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