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Gold Science and Technology ›› 2020, Vol. 28 ›› Issue (3): 421-429.doi: 10.11872/j.issn.1005-2518.2020.03.164

• Mining Technology and Mine Management • Previous Articles     Next Articles

Experimental Study on Crack Evolution and Fracture Characteristics of Rocks with Prefabricated Cracks

Chengcheng WANG(),Xinyao LUO,Kexu CHEN,Bing DAI,Guicheng HE()   

  1. School of Resource Environment and Safety Engineering, University of South China,Hengyang 421001,Hunan,China
  • Received:2019-09-30 Revised:2020-04-02 Online:2020-06-30 Published:2020-07-01
  • Contact: Guicheng HE E-mail:360522436@qq.com;hegc9210@163.com

Abstract:

Fracture rock mass is a kind of engineering rock mass widely existing in nature,which is easy to cause structural failure and instability of rock mass and induce engineering accidents under the action of external force.Therefore,it is necessary to study the crack evolution law and the fracture instability mechanism of rock mass with prefabricated fractures.In this paper,a lot of rock-like samples with prefabricated crisscross cracks were made based on the similarity theory.The uniaxial compression test on the rock-like samples with different fracture length and inclination angles were carried out by using the RMT-150B rock mechanics testing machine,and crack evolution law and fracture characteristics were analyzed.The research results show that the compressive strength of the samples with crisscross crack is significantly lower than that of the intact. The peak stress decreases with the increase of secondary crack length when the principal crack length of the sample is constant. The failure mode of the sample contain crisscross crack with the dip angle are 0° and 60° respectively shows the tensile wing cracks.The failure mode of the specimen contain crisscross crack with the dip angle are 30° and 45° respectively shows the tensile-shear mixed cracks, which have both wing-shaped cracks and se-condary coplanar cracks.

Key words: rock-like, criss-cross fractures, fracture evolution, fracture failure characteristics, uniaxial compression test

CLC Number: 

  • TD85

Fig.1

Fracture rock samples with different inclination angles"

Table 1

Test schemes and parameters of rock examples"

编号主、次裂隙长度(L1×L2)/(mm×mm)十字裂隙角度/(°)编号主、次裂隙长度(L1×L2)/(mm×mm)十字裂隙角度/(°)编号主、次裂隙长度(L1×L2)/(mm×mm)十字裂隙角度/(°)
A1110×100A2120×100A3130×100
B1110×1030B2120×1030B3130×1030
C1110×1045C2120×1045C3130×1045
D1110×1060D2120×1060D3130×1060
A1210×200A2220×200A3230×200
B1210×2030B2220×2030B3230×2030
C1210×2045C2220×2045C3230×2045
D1210×2060D2220×2060D3230×2060
A1310×300A2320×300A3330×300
B1310×3030B2320×3030B3330×3030
C1310×3045C2320×3045C3330×3045
D1310×3060D2320×3060D3330×3060

Fig.2

RMT-150B servo control experimental system"

Fig.3

Relation curve between different fracture length and peak stress"

Fig.4

Relation curve between different inclination angles and peak stress"

Fig.5

Stress-strain curve of the complete test block and the crack length is 10 mm× 30 mm"

Fig.6

Fracture characteristics of complete test block and fractured rock mass"

Fig. 7

Stress-strain relation curves under different loading modes"

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