| contributor author | Shin | |
| contributor author | J. C. | |
| contributor author | Santamarina | |
| date accessioned | 2017-05-08T21:47:45Z | |
| date available | 2017-05-08T21:47:45Z | |
| date copyright | February 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000783.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62578 | |
| description abstract | Particle shape affects the mechanical behavior of soils, including packing density, stiffness, volume change during shear, and strength. Laboratory experiments conducted to study the mechanical response of sand mixtures made of round and angular grains show an increase in void ratio, small strain shear modulus | |
| publisher | American Society of Civil Engineers | |
| title | Role of Particle Angularity on the Mechanical Behavior of Granular Mixtures | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000768 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 002 | |
| contenttype | Fulltext | |
