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contributor authorIkiensinma Gogo-Abite
contributor authorManoj Chopra
contributor authorIkenna Uju
date accessioned2017-05-08T21:57:10Z
date available2017-05-08T21:57:10Z
date copyrightJune 2014
date issued2014
identifier other%28asce%29mt%2E1943-5533%2E0000959.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67318
description abstractPervious concrete pavements (PCP) are increasingly recognized and used as a best management practice to control stormwater runoff and for low-volume traffic. However, there are limited studies on the structural integrity of the PCP section on performance under vehicular loads. This study investigated the mechanical properties of field samples and the structural integrity of PCP when subjected to traffic loads using the falling weight deflectometer (FWD). The compressive strength for cored samples from the field installation was about 11.5 MPa with an average unit weight of
publisherAmerican Society of Civil Engineers
titleEvaluation of Mechanical Properties and Structural Integrity for Pervious Concrete Pavement Systems
typeJournal Paper
journal volume26
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000918
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 006
contenttypeFulltext


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