Influence of Particle Breakage on Critical State Line of Rockfill MaterialSource: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001Author:Yang
,
Xiao
,
Hanlong
,
Liu
,
Xuanming
,
Ding
,
Yumin
,
Chen
,
Jingshan
,
Jiang
,
Wengang Zhang
DOI: 10.1061/(ASCE)GM.1943-5622.0000538Publisher: American Society of Civil Engineers
Abstract: The influences of particle breakage on the position of the critical state line (CSL) were systematically investigated in this paper through a series of large-scale triaxial compression tests on Tacheng rockfill material (TRM). It was found that the critical-state stress ratio of TRM (i.e., the gradient of the CSL in the
|
Collections
Show full item record
| contributor author | Yang | |
| contributor author | Xiao | |
| contributor author | Hanlong | |
| contributor author | Liu | |
| contributor author | Xuanming | |
| contributor author | Ding | |
| contributor author | Yumin | |
| contributor author | Chen | |
| contributor author | Jingshan | |
| contributor author | Jiang | |
| contributor author | Wengang Zhang | |
| date accessioned | 2017-05-08T22:23:32Z | |
| date available | 2017-05-08T22:23:32Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 43930032.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/79459 | |
| description abstract | The influences of particle breakage on the position of the critical state line (CSL) were systematically investigated in this paper through a series of large-scale triaxial compression tests on Tacheng rockfill material (TRM). It was found that the critical-state stress ratio of TRM (i.e., the gradient of the CSL in the | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Particle Breakage on Critical State Line of Rockfill Material | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000538 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001 | |
| contenttype | Fulltext |