Show simple item record

contributor authorDeng-Fong Lin
contributor authorHuan-Lin Luo
contributor authorHe-Yuan Wang
contributor authorMing-Jui Hung
date accessioned2017-05-08T21:15:18Z
date available2017-05-08T21:15:18Z
date copyrightFebruary 2007
date issued2007
identifier other%28asce%290887-3828%282007%2921%3A1%2870%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44479
description abstractLack of proper pavement base and subgrade compaction leads to premature failures that account for millions of dollars in damages. Controlled low-strength material (CLSM) concrete was introduced in this study as pavement base material near a manhole where proper compaction is unachievable. Rut-resistant stone matrix asphalt was placed on top of the CLSM as a wearing surface layer. Dynamic cone penetrometer (DCP) testing was used to monitor CLSM construction. One day after placing, the CLSM gained sufficient strength to support construction traffic. Further, DCP results indicated that the CLSM possessed uniform characteristics of concrete that could improve the load-bearing capacity and serviceability of the pavement near the manhole. After 18 months of heavy truck traffic, maximum rutting was
publisherAmerican Society of Civil Engineers
titleSuccessful Application of CLSM on a Weak Pavement Base/Subgrade for Heavy Truck Traffic
typeJournal Paper
journal volume21
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2007)21:1(70)
treeJournal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record