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Analysis of Mechanical Strength and Failure Morphology of Prefabricated Closed Cracked Rock Mass Under Uniaxial Compression
Abstract In order to obtain the mechanical strength and failure characteristics of fractured rock masses with prefabricated closed crack, Based on the indoor uniaxial compression test, the parameters of the prefabricated closed crack specimens were calibrated. The PFC3D software was used to perform the uniaxial compression simulation test on the prefabricated closed crack rock-like material. The change rules of mechanical parameters of fractured specimens with different prefabricated closed cracks and the failure morphology of rock specimens were obtained. The results showed that: most of the parameters such as elastic modulus, secant modulus, deformation modulus, peak strength and peak strain of the specimen showed a downward trend with the increase of crack diameter and inclination. Among all the parameters, the change of crack inclination angle and diameter had the greatest impact on the Peak strength, and the least influence on Secant modulus; Micro cracks mainly occurred around the prefabricated crack, and when the diameter of prefabricated cracks was small, micro cracks outside the prefabricated cracks were more likely to appear; With the increase of crack diameter and inclination angle, the stress at the moment when the first micro crack appears first decreased and then increased; The growth process of the number of micro cracks had gone through three stages: the stage of no micro cracks, the stage of unstable growth of micro cracks and the stage of rapid growth of micro crack.
Analysis of Mechanical Strength and Failure Morphology of Prefabricated Closed Cracked Rock Mass Under Uniaxial Compression
Abstract In order to obtain the mechanical strength and failure characteristics of fractured rock masses with prefabricated closed crack, Based on the indoor uniaxial compression test, the parameters of the prefabricated closed crack specimens were calibrated. The PFC3D software was used to perform the uniaxial compression simulation test on the prefabricated closed crack rock-like material. The change rules of mechanical parameters of fractured specimens with different prefabricated closed cracks and the failure morphology of rock specimens were obtained. The results showed that: most of the parameters such as elastic modulus, secant modulus, deformation modulus, peak strength and peak strain of the specimen showed a downward trend with the increase of crack diameter and inclination. Among all the parameters, the change of crack inclination angle and diameter had the greatest impact on the Peak strength, and the least influence on Secant modulus; Micro cracks mainly occurred around the prefabricated crack, and when the diameter of prefabricated cracks was small, micro cracks outside the prefabricated cracks were more likely to appear; With the increase of crack diameter and inclination angle, the stress at the moment when the first micro crack appears first decreased and then increased; The growth process of the number of micro cracks had gone through three stages: the stage of no micro cracks, the stage of unstable growth of micro cracks and the stage of rapid growth of micro crack.
Analysis of Mechanical Strength and Failure Morphology of Prefabricated Closed Cracked Rock Mass Under Uniaxial Compression
Zhang, Longyu (author) / Zhu, Jiming (author)
2020
Article (Journal)
Electronic Resource
English
BKL:
57.00$jBergbau: Allgemeines
/
38.58
Geomechanik
/
57.00
Bergbau: Allgemeines
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
| British Library Online Contents | 2014
| British Library Online Contents | 2014