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contributor authorFredrick Lekarp
contributor authorUlf Isacsson
contributor authorAndrew Dawson
date accessioned2017-05-08T21:03:53Z
date available2017-05-08T21:03:53Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%290733-947x%282000%29126%3A1%2866%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37241
description abstractThe findings of an extensive literature survey on the structural response of unbound aggregates are discussed in two companion papers. In this paper, a state of the art is presented on resilient stress-strain characteristics of such materials, as well as different modeling techniques. The resilient response of aggregates is affected by several factors with varying degrees of importance. These are presented, and different views on the impact of each individual factor are discussed. Research efforts in the past have resulted in different mathematical models for predicting the resilient response of aggregates under repeated traffic-type loading. The models found in the literature are listed, and their advantages and shortcomings are reviewed. The permanent strain characteristics of unbound aggregates are considered in a separate companion paper.
publisherAmerican Society of Civil Engineers
titleState of the Art. I: Resilient Response of Unbound Aggregates
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2000)126:1(66)
treeJournal of Transportation Engineering, Part A: Systems:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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