The pre-cracked disk specimens (Brazilian disks containing three parallel cracks in the middle part of the disks) of rock-like materials are experimentally tested under compressive line loading. The tested specimens are prepared from portland pozzolana cement, fine sands and water in the rock mechanics laboratory. The breaking load of the pre-cracked disk specimens are measured (showing the decreasing effects of the cracks and their orientation on the final breaking stress). The fracturing process of the disk specimens is studied by inserting three parallel cracks with different inclination angles in the Brazilian type disks. The specimens are tested under compressive line loads just like in the conventional Brazilian tests. It has been experimentally observed that the wing cracks are produced at the first stage of loading and start their propagation toward the direction of compressive line load. Then the same specimens are numerically simulated by a higher order indirect boundary element method known as displacement discontinuity method. The numerical results of cracks initiation and cracks coalescence are compared with the corresponding experimental results for various cases. It is shown that there is a good agreement between the numerical and experimental results.
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Department of Mining Engineering, Science and Research Branch, Islamic Azad UniversityDepartment of Mining Engineering, Science and Research Branch, Islamic Azad University
Hadi Haeri
Kourosh Shahriar
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Department of Mining and Metallurgical Engineering, Amirkabir University of TechnologyDepartment of Mining Engineering, Science and Research Branch, Islamic Azad University
Kourosh Shahriar
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Mohammad Fatehi Marji
Parviz Moarefv
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Department of Mining and Metallurgical Engineering, Amirkabir University of TechnologyDepartment of Mining Engineering, Science and Research Branch, Islamic Azad University
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China Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
Zhou, Zihan
Chen, Zhonghui
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China Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R ChinaChina Univ Min & Technol, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
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Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Feng, Peng
Dai, Feng
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Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Dai, Feng
Liu, Yi
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Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Liu, Yi
Xu, Nuwen
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Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
Xu, Nuwen
Zhao, Tao
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Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R ChinaSichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China