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Particle breakage and energy dissipation of carbonate sands under quasi-static and dynamic compression
Authors:Xiao  Yang  Yuan  Zhengxin  Chu  Jian  Liu  Hanlong  Huang  Junyu  Luo  S. N.  Wang  Shun  Lin  Jia
Affiliation:1.Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing, 400045, People’s Republic of China
;2.School of Civil Engineering, Chongqing University, Chongqing, 400045, People’s Republic of China
;3.State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing, 400030, People’s Republic of China
;4.School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Ave, 639798, Singapore, Singapore
;5.The Peac Institute of Multiscale Sciences, Chengdu, 610031, Sichuan, People’s Republic of China
;6.Key Laboratory of Advanced Technologies of Materials, Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, Sichuan, People’s Republic of China
;7.Institute of Geotechnical Engineering, University of Natural Resources and Life Sciences, Vienna, Austria
;
Abstract:Acta Geotechnica - Quasi-static and dynamic compression tests are conducted on carbonate sand using a Material Testing System and a modified split Hopkinson pressure bar, respectively. The particle...
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