contributor author | Chao Xu | |
contributor author | Zhong-qing Chen | |
contributor author | Jun-shi Li | |
contributor author | Yuan-yuan Xiao | |
date accessioned | 2017-05-08T21:38:18Z | |
date available | 2017-05-08T21:38:18Z | |
date copyright | October 2014 | |
date issued | 2014 | |
identifier other | %28asce%29cf%2E1943-5509%2E0000475.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/58069 | |
description abstract | High-energy impact rollers (IR) have been increasingly used for earthworks by compacting on-site soils. The IR applies high energy to the ground and densifies deeper soils than conventional rollers and plate-type compactors. A trial program was implemented on the third runway of the Shanghai Pudong International Airport in China to validate the performance of the IR technology. Field monitoring and in-situ testing were undertaken during or after the IR compaction. The cone penetration data indicated that significant improvement in soil properties was measured up to a depth of 4 m after 20 to 25 passes of compaction. However, the improvement of the properties of the very soft silty clay at the depth of 1–2 m was limited. The vibration monitoring data suggested that the IR compaction with 12-t impact module would not cause damage to buildings at a distance of 9.5 m away from the boundary of the compaction path. | |
publisher | American Society of Civil Engineers | |
title | Compaction of Subgrade by High-Energy Impact Rollers on an Airport Runway | |
type | Journal Paper | |
journal volume | 28 | |
journal issue | 5 | |
journal title | Journal of Performance of Constructed Facilities | |
identifier doi | 10.1061/(ASCE)CF.1943-5509.0000469 | |
tree | Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 005 | |
contenttype | Fulltext | |