Show simple item record

contributor authorWei-Lie Zou
contributor authorZhao Wang
contributor authorZheng-Fa Yao
date accessioned2017-05-08T21:15:10Z
date available2017-05-08T21:15:10Z
date copyrightNovember 2005
date issued2005
identifier other%28asce%290887-3828%282005%2919%3A4%28316%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44407
description abstractThis case history presents an application of dynamic compaction in placement of a road embankment with a height of 41 m on the Yuncheng-Sanmenxia Expressway, Shanxi Province, China. The monitoring results during the compaction and the long period after compaction are analyzed and compared with those from compaction by rolling. It is obvious that dynamic compaction has such advantages as a high degree of compaction, a wide suitable range of placement water content (7–19%), and quick construction (over 4 m lift thickness) and can be applied in many high-fill engineering projects. In addition, application of a fabric-enclosed sand drain for treatment of an overwet soft foundation for a road embankment is also introduced.
publisherAmerican Society of Civil Engineers
titleEffect of Dynamic Compaction on Placement of High-Road Embankment
typeJournal Paper
journal volume19
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2005)19:4(316)
treeJournal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record