000002180 001__ 2180
000002180 005__ 20141118153439.0
000002180 04107 $$acze
000002180 046__ $$k2013-05-27
000002180 100__ $$aBEKOE, Patrick Amoah
000002180 24500 $$aPOTENTIAL FOR CONCRETE CONTAINING MARGINAL AGGREGATES FOR USE IN CONCRETE PAVEMENT

000002180 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002180 260__ $$bJapan Concrete Institute, Tokyo
000002180 506__ $$arestricted
000002180 520__ $$2eng$$aThis study presents a laboratory testing results of eight marginal aggregates and two standard aggregates. The physical properties of the aggregates were first determined and different concrete mixes prepared from them. The concrete mechanical and thermal properties were inputted in finite element software (FEACONS) to determine the critical stress in a typical concrete pavement in Florida. The critical stress- strength ratio was used to evaluate the different mixes. It was found that, in general, concrete containing marginal aggregates have higher stress to strength ratios compared with concrete containing standard aggregates.

000002180 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002180 653__ $$amarginal aggregates, concrete, pavement, stress-strength ratio, and FEACONS

000002180 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002180 720__ $$aBEKOE, Patrick Amoah$$iSHOUCAIR, John$$iTIA, Mang
000002180 8560_ $$ffischerc@itam.cas.cz
000002180 8564_ $$s2503071$$uhttp://invenio.itam.cas.cz/record/2180/files/S3-2-7.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002180 962__ $$r2053
000002180 980__ $$aPAPER