| contributor author | Mitsu Okamura | |
| contributor author | Masanori Ishihara | |
| contributor author | Keiichi Tamura | |
| date accessioned | 2017-05-08T21:28:29Z | |
| date available | 2017-05-08T21:28:29Z | |
| date copyright | February 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A2%28258%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52860 | |
| description abstract | Sand compaction pile (SCP) is a ground improvement technique extensively used to ameliorate liquefaction resistance of loose sand deposits. This paper discusses results of laboratory tests on high-quality undisturbed samples obtained by the in situ freezing method at six sites where foundation soils had been improved with SCP. Inspection of samples revealed that the improved ground was desaturated during the ground improvement. Degree of saturation | |
| publisher | American Society of Civil Engineers | |
| title | Degree of Saturation and Liquefaction Resistances of Sand Improved with Sand Compaction Pile | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:2(258) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002 | |
| contenttype | Fulltext | |
