Effect of Fines and Confining Stress on Undrained Shear Strength of Silty SandsSource: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 006Author:S. Thevanayagam
DOI: 10.1061/(ASCE)1090-0241(1998)124:6(479)Publisher: American Society of Civil Engineers
Abstract: A silty sand is considered as a delicate composite matrix containing a sand-grain-matrix and a silt-matrix. Large strain undrained shear strength (
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| contributor author | S. Thevanayagam | |
| date accessioned | 2017-05-08T21:26:25Z | |
| date available | 2017-05-08T21:26:25Z | |
| date copyright | June 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291090-0241%281998%29124%3A6%28479%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51546 | |
| description abstract | A silty sand is considered as a delicate composite matrix containing a sand-grain-matrix and a silt-matrix. Large strain undrained shear strength ( | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Fines and Confining Stress on Undrained Shear Strength of Silty Sands | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1998)124:6(479) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 006 | |
| contenttype | Fulltext |