| contributor author | Adel M. El-Kelesh | |
| contributor author | Tamotsu Matsui | |
| contributor author | Ken-ichi Tokida | |
| date accessioned | 2017-05-08T21:47:17Z | |
| date available | 2017-05-08T21:47:17Z | |
| date copyright | April 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000555.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62327 | |
| description abstract | The common design approach of compaction grouting for ground improvement works is oversimplified and does not account for the effects of soil properties and grouting variables. The obtained improvements therefore appear inconsistent with the predicted ones. This paper presents the results of a field test conducted at Tokyo International Airport to evaluate the effectiveness of compaction grouting under well-controlled conditions. The test consisted of 87 compaction grout piles injected in three cases of different pile diameters and spacings. The paper also discusses the effects of soil properties, replacement ratio, and injection sequence on the effectiveness that is evaluated in terms of the standard penetration test | |
| publisher | American Society of Civil Engineers | |
| title | Field Investigation into Effectiveness of Compaction Grouting | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000540 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004 | |
| contenttype | Fulltext | |
