| contributor author | Amit Prashant | |
| contributor author | Dayakar Penumadu | |
| date accessioned | 2017-05-08T21:28:53Z | |
| date available | 2017-05-08T21:28:53Z | |
| date copyright | April 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0241%282007%29133%3A4%28433%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53128 | |
| description abstract | Various aspects of the mechanical behavior of kaolin clay are discussed in light of experimental observations from a series of strain controlled true triaxial undrained tests performed on cubical kaolin clay specimens with flocculated and dispersed microfabric, using a fully automated flexible boundary experimental setup with real-time feedback control system. The laboratory procedures used to prepare flocculated and dispersed microfabric specimens are presented. Mercury intrusion porosimetry is used to evaluate the pore structure of these specimens. The influence of microfabric on the consolidation behavior of kaolin clay is evaluated based on the data obtained from | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Microfabric on Mechanical Behavior of Kaolin Clay Using Cubical True Triaxial Testing | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2007)133:4(433) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004 | |
| contenttype | Fulltext | |