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Bulletin of Engineering Geology and the Environment

Erschienen in:

29.02.2020 | Original Paper

Experimental study on crack propagation and the coalescence of rock-like materials with two preexisting fissures under biaxial compression

verfasst von: Min Wang, Wen Wan, Yanlin Zhao

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 6/2020

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Abstract

Rock masses consist of rock and fissures, and fissures in rock masses play an important role in rock mass stability. In this paper, rock-like materials with preexisting fissures were prepared, and then, the specimens were subjected to biaxial compression. The lateral stress contained two categories: 1.0 MPa and 2.0 MPa. During the experiments, strain gauges were distributed on the surface of the specimens, and a digital camera was used to record the process of crack propagation. Through the experiments, it can be found that the rock bridge coalescence mode can be generally classified into three categories; meanwhile, the influence of the preexisting fissure angle, rock bridge angle, and lateral stress due to crack propagation was specifically analyzed. Consequently, the strain concentration of the tips of preexisting fissures was calculated and discussed.

Vorheriger Artikel Comparison of different approaches and development of improved formulas for estimating GSI

Nächster Artikel Full-field strain evolution and characteristic stress levels of rocks containing a single pre-existing flaw under uniaxial compression

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Titel: Experimental study on crack propagation and the coalescence of rock-like materials with two preexisting fissures under biaxial compression
verfasst von: Min Wang
Wen Wan
Yanlin Zhao
Publikationsdatum: 29.02.2020
Verlag: Springer Berlin Heidelberg
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 6/2020
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-020-01759-1

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