| contributor author | Tzyy‐Shiou Chang | |
| contributor author | Richard D. Woods | |
| date accessioned | 2017-05-08T20:36:37Z | |
| date available | 2017-05-08T20:36:37Z | |
| date copyright | August 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9410%281992%29118%3A8%281216%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21104 | |
| description abstract | The resonant column technique is used to identify the most significant factors affecting the low‐strain shear modulus of sand cemented with various types of cementing materials. Results show that the increase of low‐strain shear modulus of cemented sand greatly depends on the number of contact points between soil particles at which bonds are developed by the cementing materials. The writers conclude that the effective grain size | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Particle Contact Bond on Shear Modulus | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1992)118:8(1216) | |
| tree | Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 008 | |
| contenttype | Fulltext | |
