| contributor author | S. Zebovitz | |
| contributor author | R. J. Krizek | |
| contributor author | D. K. Atmatzidis | |
| date accessioned | 2017-05-08T20:35:14Z | |
| date available | 2017-05-08T20:35:14Z | |
| date copyright | December 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9410%281989%29115%3A12%281717%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20394 | |
| description abstract | The use of very fine cement grouts for injection into fine to medium sands has been proposed recently to circumvent problems associated with the permanence and toxicity of chemical grouts and the inability of ordinary cement grouts to permeate soil formations finer than coarse sand. The results of a laboratory investigation conducted on a commercially available very fine cement grout indicate that this grout has better flow properties and bleed characteristics than ordinary portland cement grputs. Very fine cement grouts with a water‐to‐cement ratio as low as two can permeate several feet into well‐compacted fine sands with | |
| publisher | American Society of Civil Engineers | |
| title | Injection of Fine Sands with Very Fine Cement Grout | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1989)115:12(1717) | |
| tree | Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 012 | |
| contenttype | Fulltext | |