Coupling effect of specimen size and stress rate on the splitting failure of limestone: tensile strength, crack extension, and fragment size-Reference-Cited by-同舟云学术

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Coupling effect of specimen size and stress rate on the splitting failure of limestone: tensile strength, crack extension, and fragment size

Published:2024-02 Issue: Volume:414 Page:134995
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Xu Xuan^ORCID,Lv Nao,Wang Haibo,Wang Junguo,Zong Qi,Zhang Di

Publisher

Elsevier BV

Reference46 articles.

1. The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006;Hatheway;Environ. Eng. Geosci.,2009

2. Crack analysis of pre-cracked brittle specimens under biaxial compression;Haeri;J. Min. Sci.,2015

3. Experimental and numerical study on crack propagation in pre-cracked beam specimens under three-point bending;Haeri;J. Cent. South Univ.,2016

4. Acoustic emission monitoring of crack growth from Echelon Notches using numerical simulation;Fu;Strength Mater.,2023

5. On the direct experimental measurement of mortar fracture toughness by a compression-to-tensile load transformer (CTLT);Haeri;Constr. Build. Mater.,2018

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