Masters Theses
Abstract
"The intent of this research is to determine the change in physical properties of a clay soil caused by the addition of 2, 4, 6, 8 and 10 percent of hydrated lime and portland cement. The effects of these admixtures on the physical properties of the soil were observed by comparing the results of various laboratory tests. The properties chosen for comparison were: (1) liquid limit, plastic limit and plasticity index; (2) shrinkage limit and shrinkage ratio; (3) density and optimum moisture; (4) resistance to penetration; (5) compressive strength and (6) cohesion and angle of internal friction. In order to compare the effect of freezing and thawing on specimens containing hydrated lime and cement, specimens of various soil-lime and soil-cement mixtures were subjected to 6 freeze-thaw cycles and the influence of these admixtures observed"--Introduction, page 3.
Advisor(s)
Heagler, John B., 1924-1999
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
Missouri School of Mines and Metallurgy
Publication Date
1958
Pagination
v, 102 pages
Note about bibliography
Includes bibliographical references (pages 100-101).
Rights
© 1958 Judson Leong, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Subject Headings
Clay soils -- TestingAggregates (Building materials)LimePortland cement
Thesis Number
T 1161
Print OCLC #
5157342
Electronic OCLC #
945735737
Recommended Citation
Leong, Judson, "Effect of hydrated lime and portland cement on the physical properties of clay soil for highway base construction" (1958). Masters Theses. 2177.
https://scholarsmine.mst.edu/masters_theses/2177
