| contributor author | T. Thyagaraj | |
| contributor author | Sudhakar M. Rao | |
| contributor author | P. Sai Suresh | |
| contributor author | U. Salini | |
| date accessioned | 2017-05-08T21:55:53Z | |
| date available | 2017-05-08T21:55:53Z | |
| date copyright | August 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000516.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66860 | |
| description abstract | Lime stabilization prevails to be the most widely adopted in situ stabilization method for controlling the swell-shrink potentials of expansive soils despite construction difficulties and its ineffectiveness in certain conditions. In addition to the in situ stabilization methods presently practiced, it is theoretically possible to facilitate in situ precipitation of lime in soil by successive permeation of calcium chloride ( | |
| publisher | American Society of Civil Engineers | |
| title | Laboratory Studies on Stabilization of an Expansive Soil by Lime Precipitation Technique | |
| type | Journal Paper | |
| journal volume | 24 | |
| journal issue | 8 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000483 | |
| tree | Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 008 | |
| contenttype | Fulltext | |
