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A study of consolidation of cohesive soilsHoppe, Steve P. January 2010 (has links)
Typescript, etc. / Digitized by Kansas Correctional Industries
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Analytical, centrifuge and numerical modelling of underwater vacuum consolidation of soft clay /Lee, Nang Lap. January 2007 (has links)
Thesis (M.Phil.)--Hong Kong University of Science and Technology, 2007. / Includes bibliographical references (leaves 249-260). Also available in electronic version.
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Strengths of clay-sand mixturesAl Salloum, Nasser Mohammad, 1936- January 1968 (has links)
No description available.
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A linear elastic finite element analysis of the Down Hole plate load test /Butcher, Michael John. January 1981 (has links) (PDF)
Thesis (M.Eng.Sc.) -- University of Adelaide, Dept. of Civil Engineering, 1981. / Typescript (photocopy).
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Consolidation properties, stress history, and modeling of pore pressures for deep sea sediments at the Nankai Trough /Bellew, Glen M. January 2004 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2004. / Typescript. Includes bibliographical references (leaves 91-92). Also available on the Internet.
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Consolidation properties, stress history, and modeling of pore pressures for deep sea sediments at the Nankai TroughBellew, Glen M. January 2004 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2004. / Typescript. Includes bibliographical references (leaves 91-92). Also available on the Internet.
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Time effects on soil behavior : a particulate-scale study on the mechanisms of secondary consolidation and ageing /Xu, Dapeng. January 2006 (has links)
Thesis (M.Phil.)--Hong Kong University of Science and Technology, 2006. / Includes bibliographical references (leaves 124-128). Also available in electronic version.
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A model footing study of consolidationGarzon, Maurice M. January 1976 (has links)
Note: no page numbers
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Probabilistic approach to the consolidation of varved clay /Chang, Nien-Yin January 1976 (has links)
No description available.
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A comprehensive study on soil consolidationNayyeri Amiri, Shahin January 1900 (has links)
Master of Science / Department of Civil Engineering / Asadollah Esmaeily / In this research, soil consolidation is explored in a comprehensive analytical and experimental study.
The pore pressure development and dissipation for clay at its liquid limit under one-dimensional compression was investigated using the mid-plane pore pressure measurements.
In general, the Terzaghi’s theory of consolidation predicted the pore pressure dissipation and the percent consolidation accurately as long as the sample was in a normally loaded state. For a preconsolidated state however, the results obtained by Terzaghi theory are doubtful. Coefficient of consolidation for smaller pressures varied during consolidation, and although the soil was in a fully saturated state for relatively high pressure increments, the pore pressure developed was less than the applied pressure. Then, the effect of different pressure increment ratios on one dimensional consolidation tests has been studied. The secondary compression effects have been founded to increase as the pressure increment ratio is reduced.
Consolidation of a clay layer delimited between sheets with small permeability was also investigated in this study. The consolidation theory of compressible soils usually assumes drainage-free boundaries. This change in boundary conditions at the drainage surface necessitates the use of an approximate technique for solution of the governing partial differential equation. In this study, the solution was obtained by using the Galerkin Method and compared with the “free drainage” case. As expected, the consolidation in the case of restricted drainage proceeds at a much lower rate.
The compression consolidation behavior of trampled clays in a semi- saturated state was also analyzed in this research program. It is generally known that the type and energy of compaction bring about deviations in the soil structure and hence, in its engineering properties. Therefore, in the experimental phase of this study, soils were prepared by different trampling efforts and also by different compaction methods.
Finally, a reasonably realistic theory of soil consolidation has been proposed and the effect of variable permeability and compressibility on the consolidation behavior was investigated followed by a mathematical treatment of the behavior. Subsequently, laboratory consolidation tests with mid-plane pore pressure measurements were conducted on different kinds of clay.
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