Show simple item record

contributor authorAnand J. Puppala
contributor authorLaureano R. Hoyos
contributor authorAjay K. Potturi
date accessioned2017-05-08T21:55:29Z
date available2017-05-08T21:55:29Z
date copyrightJuly 2011
date issued2011
identifier other%28asce%29mt%2E1943-5533%2E0000300.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66624
description abstractThe use of reclaimed asphalt pavement (RAP) aggregate materials in road construction reduces natural resource depletion and promotes the recycling of RAP materials for other applications. However, product variability and low resilient moduli characteristics often limit RAP applications in road bases. Stabilization of RAP materials with cement was hence attempted in a research study to evaluate the effectiveness of cement treatments in enhancing resilient characteristics of RAP aggregates. The present paper describes the results from a series of resilient modulus tests that were conducted in a laboratory environment using a repeated load triaxial test setup. The effects of three different cement dosages and various confining and deviatoric stress levels on the resilient modulus (
publisherAmerican Society of Civil Engineers
titleResilient Moduli Response of Moderately Cement-Treated Reclaimed Asphalt Pavement Aggregates
typeJournal Paper
journal volume23
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000268
treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record