【作者单位】; 1 China Univ Geosci, Coll Engn & Technol, Beijing 100083, Peoples R China ; 2 Tibet Univ, Sch Engn, Lasha Xizang 850000, Peoples R China
【召开年】2013
【会议录】ADVANCES IN CIVIL ENGINEERING II, PTS 1-4
【摘要】 Strength, elastic modulus and failure modes of samples with different joint dip angle, joint continuity degree, joint set and joint width under uniaxial compressive load are studied by similar material tests. To the sample with single joint, its stre...
