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contributor authorDavid A. Lange
date accessioned2017-05-08T22:23:41Z
date available2017-05-08T22:23:41Z
date copyrightFebruary 1994
date issued1994
identifier other43930506.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79537
description abstractDevelopment of pavement concrete compressive strength, flexural strength, and splitting tensile strength as a function of time is discussed. Eighteen sets of post‐1985 exerimental data from academic and industrial sources were selected to form a database of strength data for “modern” pavement concrete. Specimens were categorized as high or normal strength, use of fly ash was identified, and curing conditions were noted. Significant gains beyond 28‐day strength are observed in compressive, flexural, and tensile strength of modern pavement concretes. This general observation holds true for high‐ and normal‐strength concrete, concretes with and without fly ash, and concretes cured in air and moist conditions. Modern concretes have higher early compressive strength gains than concretes produced in 1940–56. However, both modern and 1940–56 concretes exhibit similar long‐term trends in strength development when normalized to their 28‐day strengths.
publisherAmerican Society of Civil Engineers
titleLong‐Term Strength Development of Pavement Concretes
typeJournal Paper
journal volume6
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(1994)6:1(78)
treeJournal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 001
contenttypeFulltext


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