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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
11

Plane strain creep rupture of a saturated undisturbed clay

Mallawaratchie, Dayalal Pandula January 1970 (has links)
Undrained constant stress level creep rupture tests have been performed on an undisturbed, normally consolidated under K₀ conditions, sensitive clay in a rectangular (1" x 4" x 2¼" high) plane strain apparatus. The behaviour resulting from total stress paths of increasing δ₁ (keeping δ₃ constant) and decreasing δ₃ (keeping δ₁ constant) was compared. Several undrained creep tests have also been performed in which triaxial specimens were first normally consolidated under K₀ conditions and then loaded by increasing δ₁, as well as decreasing δ₃. The plane strain and triaxial creep rupture test results were compared along with those reported by Snead (1970) . Snead tested the same clay but initially normally consolidated under isotropic stress and axially loaded in the conventional triaxial apparatus. The comparison of creep results under plane strain conditions shows that although the line of minimum strain rate versus time and the axial strain at minimum strain rate are essentially the same for increasing δ₁ and decreasing δ₃ stress paths, the deviator stresses (δ₁ - δ₃) versus minimum strain rates are different. The comparison of test results shows that the discrepancies in the creep rupture behaviour under plane strain and triaxial condition are slight, so long as the clay is initially K₀ consolidated. However, large discrepancies are seen if the triaxial samples are isotropically consolidated. In addition, all of the test data were compared along the lines of available methods for the prediction of slope failure. Of particular interest was the observation that both increasing δ₁ and decreasing δ₃ plane strain give the same prediction of time to slope failure. However the plane strain tests predict much shorter times to failure than do the isotropically consolidated triaxial tests. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
12

Consolidation and suction properties of Adelaide pleistocene clay.

Woodburn, John Arnold. January 1967 (has links) (PDF)
Thesis (M.E.) -- University of Adelaide, Dept. of Civil Engineering, 1968.
13

Studies of flint clays and their associates ...

Galpin, Sidney Longman, January 1912 (has links)
Thesis (Ph. D.)--Cornell University, 1912. / Cover title. "Reprint from Transactions, American ceramic society, vol. XIV, p. 301, 1912."
14

The clays of Nebraska

Borrowman, George, January 1942 (has links)
Abstract of Thesis (Ph. D.)--University of Nebraska, 1916. / Cover title.
15

Mechanical treatments of a Missouri fire clay and their effect on shrinkage, porosity and strength

Maune, Allen Richard. January 1930 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1930. / The entire thesis text is included in file. Typescript. Illustrated by author. Title from title screen of thesis/dissertation PDF file (viewed October 29, 2009) Includes bibliographical references (p. 14-15).
16

Firing behavior tests and other tests on a Missouri stoneware clay to determine its commercial possibilities

Niedling, Ivan Martin. January 1940 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1940. / The entire thesis text is included in file. Typescript. Illustrated by author. Title from title screen of thesis/dissertation PDF file (viewed March 17, 2010) Includes bibliographical references (p. 25) and index (p. 27).
17

The synthesis and characterization of novel, inorganically pillared molecular sieves

Thomas, Susan Murphree 12 1900 (has links)
No description available.
18

Composition and characteristics of two sensitive clays in relation to mechanical properties

Aggour, Nagwa Shafic January 1977 (has links)
No description available.
19

Water film thickness in the clay-water system

Makihara, Hiroshi. January 1999 (has links) (PDF)
Thesis (Ph. D - Materials Science and Engineering) - University of Arizona. / Includes bibliographical references (leaves 167-202).
20

Thesis for degree of Bachelor of Science in Mining Engineering

Taylor, Howard Joshua. January 1900 (has links) (PDF)
Thesis (M.S.)--University of Missouri, School of Mines and Metallurgy, 1900. / The entire thesis text is included in file. Typescript. Title from title screen of thesis/dissertation PDF file (viewed Nov. 14, 2008).

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