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Mechanical properties and reinforcement effect of jointed rock mass with pre-stressed bolt
- Source :
- Journal of Central South University. 27:3513-3530
- Publication Year :
- 2020
- Publisher :
- Springer Science and Business Media LLC, 2020.
-
Abstract
- Pre-stressed bolt anchorage is the key technology for jointed rock masses in rock tunnelling, slope treatment and mining engineering. To investigate the mechanical properties and reinforcement effect of jointed rock masses with pre-stressed bolts, in this study, uniaxial compression tests were conducted on specimens with different anchoring types and flaw inclination angles. ABAQUS software was used to verify and supplement the laboratory tests. The laws of the uniaxial compressive strength (UCS) obtained from the numerical simulations and laboratory tests were consistent. The results showed that under the same flaw angle, both the UCS and elastic modulus of the bolted specimens were improved compared with those of the specimens without bolts and the improvements increased with an increase in the bolt pre-stress. Under the same anchoring type, the UCS and elastic modulus of the jointed specimens increased with an increase in the flaw angle. The pre-stressed bolt could not only restrain the slip of the specimens along the flaw surface but also change the propagation mode of the secondary cracks and limit the initiation of cracks. In addition, the plot contours of the maximum principal strain and the Tresca stress of the numerical models were influenced by the anchoring type, flaw angle, anchoring angle and bolt position.
- Subjects :
- Materials science
0211 other engineering and technologies
Metals and Alloys
General Engineering
Uniaxial compression
Anchoring
02 engineering and technology
Slip (materials science)
Numerical models
Compressive strength
Geotechnical engineering
Reinforcement
Rock mass classification
Elastic modulus
021101 geological & geomatics engineering
021102 mining & metallurgy
Subjects
Details
- ISSN :
- 22275223 and 20952899
- Volume :
- 27
- Database :
- OpenAIRE
- Journal :
- Journal of Central South University
- Accession number :
- edsair.doi...........9588472c2a274445048f11a253ba92dd