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contributor authorNoel P. Mailvaganam
contributor authorJohn Springfield
contributor authorWellington L. Repette
contributor authorDon A. Taylor
date accessioned2017-05-08T21:14:56Z
date available2017-05-08T21:14:56Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290887-3828%282001%2915%3A1%2811%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44237
description abstractMany industrial floors are required to have high-quality flat surfaces for the operation of specialized equipment, particularly high-reach stackers operating from the surfaces of warehouse floors. For new floors, the essence of floor flatness lies in the manner of finishing and the systematic monitoring of the flatness achieved immediately following construction. Achieving such surfaces in floor slabs however, is quite difficult because of the moisture and temperature gradients that cause them to curl at the joints. Such curling seriously affects the operation of an industrial facility. Floors subjected to heavily loaded forklift traffic may rapidly deteriorate, causing safety problems. Curling is also exacerbated in industrial floors by the use of power-troweled surface hardeners to produce the dense high-strength top surface required for high wear resistance. Repair of curled floors in industrial locations involves grinding, patching, installation of dowels, and grouting underneath the curled slab. The timing and appropriateness of the method used are of vital importance to the durability of the repair. Aspects of design and construction to minimize curling of new industrial floors, the factors that contribute to cracking and curling, measures to minimize curling, and the repair of curled floors are discussed in this paper.
publisherAmerican Society of Civil Engineers
titleCurling of Concrete Floor Slabs on Grade — Causes and Repairs
typeJournal Paper
journal volume15
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2001)15:1(11)
treeJournal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;issue: 001
contenttypeFulltext


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