| contributor author | T. S. Nagaraj | |
| contributor author | B. R. S. Murthy | |
| contributor author | A. Vatsala | |
| contributor author | R. C. Joshi | |
| date accessioned | 2017-05-08T20:35:30Z | |
| date available | 2017-05-08T20:35:30Z | |
| date copyright | January 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A1%28105%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20533 | |
| description abstract | Sensitive soils, in general, are prone to mechanical disturbances while sampling, handling, and testing. This necessitates the prediction of true field behavior. The compressibility response of such soils is typical of having three zones, mechanistically explained as nonparticulate, transitional, and particulate. Such zoning has enabled the development of a simple method to predict the field compressibility response of the sample. The field compression curve with | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Compressibility of Sensitive Soils | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:1(105) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001 | |
| contenttype | Fulltext | |
