| contributor author | Zoltan V. Solymar | |
| contributor author | Samsudin | |
| contributor author | John Osellame | |
| contributor author | Basuki Joko Purnomo | |
| date accessioned | 2017-05-08T20:34:11Z | |
| date available | 2017-05-08T20:34:11Z | |
| date copyright | December 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A12%281069%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19852 | |
| description abstract | Foundations for Units 1 and 2 of the first large steam power plant in Indonesia consist of concrete rafts supported on slender, end‐bearing steelcased concrete piles. Soil investigation established the presence of layers and/or lenses of locally loose silty fine sands at various depths. It was necessary to density these materials to ensure that unacceptable differential settlement did not occur between separate shallow foundations and to reduce the potential for liquefaction of the looser zones in the event of seismic disturbance. A design peak horizontal ground acceleration of 0.3 | |
| publisher | American Society of Civil Engineers | |
| title | Ground Improvement by Compaction Piling | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:12(1069) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 012 | |
| contenttype | Fulltext | |
