| contributor author | A. Balakrishnan | |
| contributor author | B. L. Kutter | |
| date accessioned | 2017-05-08T21:26:34Z | |
| date available | 2017-05-08T21:26:34Z | |
| date copyright | November 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291090-0241%281999%29125%3A11%28968%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51646 | |
| description abstract | A series of highly instrumented, large-scale centrifuge models have been tested to investigate the extent of remediation required to control settlement and lateral sliding of soil deposits at a hypothetical bridge site. The baseline model represents a prototype with a 9-m-thick layer of fine sand having a relative density ( | |
| publisher | American Society of Civil Engineers | |
| title | Settlement, Sliding, and Liquefaction Remediation of Layered Soil | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1999)125:11(968) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011 | |
| contenttype | Fulltext | |
