| contributor author | Christopher D. P. Baxter | |
| contributor author | M. S. Ravi Sharma | |
| contributor author | Kathryn Moran | |
| contributor author | Hans Vaziri | |
| contributor author | Raja Narayanasamy | |
| date accessioned | 2017-05-08T21:47:02Z | |
| date available | 2017-05-08T21:47:02Z | |
| date copyright | February 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000431.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62195 | |
| description abstract | There is considerable uncertainty in the determination of effective stress strength parameters of cemented soils from undrained triaxial tests. Large negative excess pore pressures are generated at relatively large strains (typically 4–5% for cemented silty sand) in isotropically consolidated undrained ( | |
| publisher | American Society of Civil Engineers | |
| title | Use of
A¯
=0
as a Failure Criterion for Weakly Cemented Soils | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000414 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 002 | |
| contenttype | Fulltext | |
