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Saturation effects on shear strength of unsaturated soil under consolidated drained conditionsTang, Kwok Ming. January 1984 (has links)
No description available.
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Some considerations of the shear strength of a fabric anisotropic soilLiao, Chung-Lon January 1979 (has links)
No description available.
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Strain rate effects in pressuremeter testing and neural network approach for soil modelingPenumadu, Dayakar 05 1900 (has links)
No description available.
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Resonant column testing of frozen soilsTurcott Rios, Eduardo Enrique. January 1980 (has links)
No description available.
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Experimental study of a modified flat dilatometer under plane strain conditionUdakara, Deepthi De Silva January 2000 (has links)
published_or_final_version / abstract / toc / Civil Engineering / Doctoral / Doctor of Philosophy
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Chemical soil stabilization by Formula 125 by Mohamed Mour Yaseen FataniFatani, Mohamed Nour Yaseen January 1973 (has links)
The effects of three concentration levels of Formula 125 at three different percents of maximum dry density on various engineering properties of a silty clay soil were investigated through a laboratory study. Different types of soil stabilization methods are briefly discussed. Details of laboratory procedure and tests using different testing equipments are also given. Data relating the cost and effectiveness are compiled for comparison purposes. It was found that Formula 125 is very effective on most of the tests that were performed.
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Resonant column testing of frozen soilsTurcott Rios, Eduardo Enrique. January 1980 (has links)
No description available.
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Multi-plate penetration tests to determine soil stiffness moduliFan, Tailin. January 1985 (has links)
No description available.
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Development, adaptation, and interpretation of cone penetrometer sensors for geoenvironmental subsurface characterizationBurns, Susan Elizabeth 12 1900 (has links)
No description available.
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Use of a cyclic simple shear device for the study of soil remoulding and sensitivityLi, Siu On. January 1982 (has links)
No description available.
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