【作者单位】Authors Cheng Zhao Professor, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China; College of Engineering, Tibet Univ., Lasa 850000, China. Email: [emailprotected] Jialun Niu, Ph.D. Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [emailprotected] Qingzhao Zhang Associate Professor, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China (corresponding author). Email: [emailprotected] Songbo Yu Engineer, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China. Email: [emailprotected] Chihiro Morita Professor, Dept. of Civil and Environmental Engineering, Univ. of Miyazaki, Miyazaki 889-2192, Japan. Email: [emailprotected]
【年份】2019
【卷号】Vol.31 No.12
【ISSN】0899-1561;1943-5533
【摘要】 The expanded distinct element method based on a strain strength criterion was applied herein with the aim of analyzing and comparing the cracking behaviors of rock-like specimens with single flaws under uniaxial and biaxial compressions. The cracking...
