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contributor authorChao Xu
contributor authorZhong-qing Chen
contributor authorJun-shi Li
contributor authorYuan-yuan Xiao
date accessioned2017-05-08T21:38:18Z
date available2017-05-08T21:38:18Z
date copyrightOctober 2014
date issued2014
identifier other%28asce%29cf%2E1943-5509%2E0000475.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58069
description abstractHigh-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.
publisherAmerican Society of Civil Engineers
titleCompaction of Subgrade by High-Energy Impact Rollers on an Airport Runway
typeJournal Paper
journal volume28
journal issue5
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000469
treeJournal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 005
contenttypeFulltext


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