Show simple item record

contributor authorTakashi Tsuchida
contributor authorAli Porbaha
contributor authorTakao Kishida
date accessioned2017-05-08T21:14:50Z
date available2017-05-08T21:14:50Z
date copyrightFebruary 1999
date issued1999
identifier other%28asce%290887-3828%281999%2913%3A1%282%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44172
description abstractThe long-term performance of a wharf structure restored by a geomaterial comprising low quality soil, foam, and portland cement is presented here. The use of lightweight foam and solidified fill was aimed (1) to reduce the earth pressure behind the old sea wall and (2) to mitigate the liquefaction potential behind the sea wall during an earthquake. Field and laboratory tests were conducted up to 20 months after the restoration to investigate gain in strength of the geomaterial. The results show an increase of 20–30% in strength compared with the 4-week strength. Relationships are presented to correlate field and laboratory tests on this geomaterial.
publisherAmerican Society of Civil Engineers
titleRestoration of Wharf Structure
typeJournal Paper
journal volume13
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1999)13:1(2)
treeJournal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record