| contributor author | Nilo Cesar Consoli | |
| contributor author | Francisco Dalla Rosa | |
| contributor author | Anderson Fonini | |
| date accessioned | 2017-05-08T21:46:30Z | |
| date available | 2017-05-08T21:46:30Z | |
| date copyright | December 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000174.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61926 | |
| description abstract | This paper addresses the interpretation of plate load tests bearing on double-layered systems formed by an artificially cemented compacted top soil layer (three different top layers have been studied) overlaying a compressible residual soil stratum. Applied pressure-settlement behavior is observed for tests carried out using circular steel plates ranging from 0.30 to 0.60 m diameter on top of 0.15 to 0.60-m-thick artificially cemented layers. The paper also stresses the need to express test results in terms of normalized pressure and settlement—i.e., as pressure normalized by pressure at 3% settlement | |
| publisher | American Society of Civil Engineers | |
| title | Plate Load Tests on Cemented Soil Layers Overlaying Weaker Soil | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000158 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012 | |
| contenttype | Fulltext | |
