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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.
201

Stress-strain and strength characteristics of clay during post-cyclic monotonic loading

Jitno, Hendra January 1990 (has links)
An important consideration in the design of clay foundation for seismic or wave loading is the undrained response of clay during and after cyclic loading . Cyclic loading of clays causes, in general, a reduction in both stiffness and undrained strength on subsequent static loading. No systematic study has been carried out to assess this loss in stiffness, and there are conflicting conclusions as to the magnitude of strength reduction in studies reported in the literature. This thesis presents a study of the influence of cyclic loading on the post-cyclic undrained stress-strain characteristics of a marine clay. The influence of factors, such as, cyclic stress level, number of cycles, amplitude of maximum axial strain during cyclic loading, residual pore pressure and residual strain at the conclusion of cyclic loading is systematically investigated. In addition, the influence of initiating cyclic loading with the type of loading pulse (compression and extension) and the sense of residual strain in relation to the sense of strain during post-cyclic monotonic loading is studied. It is shown that the loss in undrained stiffness and undrained strength of the undisturbed clay as a consequence of cyclic loading are not uniquely related to the amplitude.of strain during cyclic loading, as commonly assumed. Nor can they be explained in terms of overconsolidation induced as a result of pore pressure generated due to cyclic loading. A rational explanation and correlation of both the changes in post-cyclic stress-strain and strength of clay is provided in terms of hysteretic work absorbed by the clay during cyclic loading. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
202

Mechanism of phosphate ion adsorption by the clays montmorillonite and kaolinite

Walsh, Robert H. 01 August 1950 (has links)
Anion adsorption by clays, especially the negatively charged bentonitic clays, is a surprising phenomenon, since the negative charge of the clay is believed to be inherent in the lattice of the clay crystal.^1 The mechanism by which negatively charged ions are adsorbed by negatively charged surfaces is of considerable interest. The study reported in this thesis was carried out to gain an understanding of the mechanism of phosphate ion adsorption by the clays montmorillonite and kaolinite. To test the theory of phosphate ion adsorption by kaolinite that was proposed by Stout^2 and Kelley and Midgley^3, in which the surface layer of hydroxyl ions in the kaolinite lattice are considered to be exchangeable with phosphate ions, phosphated kaolinite was treated with varying amounts of sodium hydroxide and the solution in equilibrium with the clay was analysed for phosphate ions. Contrary to what one would predict from the anion exchange mechanism of Stout and Kelley and Midgley, less phosphate was replaced in solutions or high hydroxyl ion content than in low hydroxyl ion content. In order to determine if phosphate ion adsorption is affected by the type of cation adsorbed on the clay, samples or hydrogen saturated, phosphated montmorillonite were titrated to the equivalence point with sodium hydroxide, potassium hydroxide, and lithium hydroxide. This reduced sodium-saturated, potassium-saturated, and lithium-saturated clays. No differences in the amount or phosphate ion held by the clay whether saturated with hydrogen ion, sodium ion, potassium ion, or lithium ion was observed. It was concluded that phosphate ion adsorption is not a function of the type of cation (hydrogen ion, sodium ion, potassium ion, lithium ion) adsorbed by montmorillonite. To determine if adsorbed phosphate ions are exchangeable with other anions, samples of the phosphated montmorillonite and kaolinite were placed in solutions of varyings concentrations of eight different anions, chosen to represent a variety of sizes, structures, and valencies. Failure of adsorbed phosphate ions to exchange with any of these anions was interpreted as meaning that phosphate ion adsorption by montmorillonite and kaolinite is not a physical adsorption, but rather a specific chemical reaction. The hypothesis that phosphate ion adsorption by clays is a chemical precipitation of aluminum phosphate both by aluminum ions in solution (from dissolution of the clay) and aluminum ions exposed on the broken edges of montmorillonite and kaolinite crystals was proposed.
203

A study of some aspects of dispersive clay particle interaction /

Ludwig, Harald. January 1979 (has links)
No description available.
204

Temperature effects on consolidation.

Hong, Bark-Shin. January 1971 (has links)
No description available.
205

Some aspects of the dynamic behaviour of clay soils.

Hanna, Alfred Wilson. January 1970 (has links)
No description available.
206

Unsaturated flow in clay soils.

Wong, Hong-Yau. January 1973 (has links)
No description available.
207

Yielding of a remoulded clay under complex stress states.

McKyes, Edward. January 1969 (has links)
No description available.
208

The settling behaviour of clay mixture suspension /

Baruah, Ashim. January 1984 (has links)
No description available.
209

Influence of salt on the unfrozen water in frozen clays

Cheung, Che Hung January 1979 (has links)
Note:
210

A probabilistic representation for drained creep in clays /

Chen, Dunston Dou-Shen January 1977 (has links)
No description available.

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