concrete mix design for hot weather - kfupmeprints.kfupm.edu.sa/2616/1/s_m_f_15.pdf · concrete mix...
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Concrete mix design for hot weather
Al-Gahtani, Husain Jubran
Civil Engineering Department
December 1985
Abstract
The design of a concrete mix is a complex procedure. It depends on many factors such as
properties of materials, method of preparation, compaction, placement and curing of concrete, as well as
the requirements of a construction job such as workability and durability. Once these factors are specified,
the remaining task involves proportioning of the quantities of materials. This is usually carried out in terms
of determining the water-cement ration, aggregate-cement ratio or cement content, and sand to total
aggregate ratio for particular gradations of aggregates and maximum size of coarse aggregate. This
procedure becomes more difficult to achieve for an optimum mix design in hot weather conditions. In order
to develop a suitable method for concrete mix design in hot weather, the effects of the following factors are
considered : (1) water-cement ratio, (ii) total aggregate to cement ratio, (iii) sand to total aggregate ratio,
and (iv) concrete mix temperature at placement in conjunction with field conditions for curing in hot
weather. To examine the effects of the above factors on compressive strength and workability of concrete,
the method of factorial experimental design was adopted which enables the evaluation of the combined
effects of various factors and their interactions. The data for workability, in terms of slump, and the
compressive strength was subjected to regression analysis to develop equations for predicting compressive
strength and workability. The equations were used through a computer program to generate tables for use in
concrete mix design.
Concrete Mix Design for Hot Weather
by
Husain Jubran Al-Gahtani
A Thesis Presented to the
FACULTY OF THE COLLEGE OF GRADUATE STUDIES
KING FAHD UNIVERSITY OF PETROLEUM & MINERALS
DHAHRAN, SAUDI ARABIA
In Partial Fulfillment of the Requirements for the Degree of
MASTER OF SCIENCE
In
CIVIL ENGINEERING
December, 1985