Doctoral Dissertations
Abstract
"An experimental investigation was made to ascertain the liquefaction (cyclic strength) behavior of loessial (silty) soils of low plasticity. This study is important in view of the seismicity of several regions of loessial deposits in the world.
The test program consisted of cyclic triaxial tests on remolded samples. The soil used in this investigation was from the vicinity of East Saint Louis, Illinois. The influence of parameters such as cyclic stress ratio, overconsolidation, plasticity index, coefficient of lateral earth pressure and water content on liquefaction susceptibility of a loessial soil of low plasticity has been investigated.
The test results indicate that repetition of cyclic loads to saturated samples of loess results in a build up of pore water pressure equal to initial effective confining pressure. The samples also underwent failure in terms of 5, 10, or 20 percent double amplitude strain. It was observed that the effect of increased plasticity reduced the liquefaction resistance of loessial soils of low plasticity, that the effect of overconsolidation increased the liquefaction resistance of loessial soils and that the effect of anisotropic consolidation could be explained in terms of the mean effective principal stress. A comparison was also made of the behavior of saturated loessial soil with that of a saturated sand and the difference in behavior of the two has been examined"--Abstract, page iii.
Advisor(s)
Prakash, Shamsher
Stephenson, Richard Wesley
Committee Member(s)
Schmidt, Norbert O., 1925-2009
Gillett, Billy E.
Cunningham, Floyd M.
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
Ph. D. in Civil Engineering
Publisher
University of Missouri--Rolla
Publication Date
Spring 1989
Pagination
xvii, 267 pages; DVD
Note about bibliography
Includes bibliographical references (pages 169-181).
Rights
© 1989 John Arthur Sandoval-Shannon, All rights reserved.
Document Type
Dissertation - Restricted Access
File Type
text
Language
English
Subject Headings
Soil liquefaction -- IllinoisLoess -- IllinoisSilt -- Illinois
Thesis Number
T 5874
Print OCLC #
20832781
Electronic OCLC #
982193895
Recommended Citation
Sandoval-Shannon, John Arthur, "Liquefaction and settlement characteristics of silt soils" (1989). Doctoral Dissertations. 705.
https://scholarsmine.mst.edu/doctoral_dissertations/705
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Comments
Accompanying DVD, available at S&T Library, contains the Graphical Records for Tests: 1) Test 33 (7-20-1988, 2) Test 10 (4-10-1988) and 3) Sand 7-15-1988.
Dedication is in Spanish.