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31	Field measurements of the linear and nonlinear shear moduli of soils using drilled shafts as dynamic cylindrical sources Kurtulus, Asli, January 1900 (has links) (PDF) Thesis (Ph. D.)--University of Texas at Austin, 2006. / Vita. Includes bibliographical references. Shear strength of soils Soil mechanics.
32	Estimation of the shear strengths of root reinforced soils / Beal, Philip Edward, January 1987 (has links) Thesis (M.S.)--Ohio State University, 1987. / Includes bibliographical references (leaves 102-104). Available online via OhioLINK's ETD Center Shear strength of soils. Roots (Botany)
33	The effect of roots on the shearing strength of soil / Erb, Ronald T. January 1900 (has links) Thesis (M.S.)--Ohio State University, 1985. / Includes bibliographical references (leaves 86-87). Available online via OhioLINK's ETD Center Shear strength of soils. Roots (Botany)
34	Use of a cyclic simple shear device for the study of soil remoulding and sensitivity Li, Siu On. January 1982 (has links) No description available.
35	Dilatancy effects on the constitutive modeling of granular soils Salahuddin, Mohammed, 1959- January 1988 (has links) Unique features of behavior of granular materials make constitutive modeling of these materials a challenge that has not yet been answered completely. Because volume changes are so important for the type of behavior exhibited by frictional materials, it is important to correctly incorporate them in constitutive models, both in terms of their rate of development and their magnitude. In this study a number of consolidated drained triaxial tests are performed to find those features of sand behavior that can be considered "material parameters" and can be used for constitutive modeling of granular soils. Special attention is given to those features of material behavior that are related to dilatancy. A number of published experimental data are also analyzed and useful trends of soil behavior are found. Sand. Shear strength of soils. Soils -- Plastic properties.
36	AN EVALUATION OF SELECTED TEST VARIABLES ON STRAIN RATE FOR DRAINED TRIAXIAL TESTING ON TAILINGS MATERIALS (SOIL MECHANICS). Al-Ghanem, Abdulhakim M. F. January 1985 (has links) No description available. Shear strength of soils. Tailings (Metallurgy) Soil mechanics.
37	Influence of strength variability on the safety of slopes in cohesive-frictional soils 羅錦添, Law, Kum-tim. January 1971 (has links) published_or_final_version / Civil Engineering / Master / Master of Science in Engineering Slopes (Soil mechanics) Shear strength of soils.
38	Coupled Effect of Geosynthetics and Randomly Distributed Fibers on the Stability of Reinforced Slopes Unknown Date (has links) The coupled effect of using geosynthetic reinforcement and randomly distributed fibers on the stability of slopes was evaluated using finite element modeling and limit equilibrium methods by analyzing a case study in Oslo, Norway. The main objective was to simulate the failure condition of the original slope and quantify the improved stability of a hypothetical reinforced slope constructed with geosynthetic layers and distributed discrete fibers. The stability of the slope was evaluated in both the short-term condition with its' undrained shear strength parameters, and the long-term drained condition. Results indicate that the combination of the techniques was found to have a possible increase of about 40% in the short-term condition and about 60% in the long-term condition of the factor safety associated with the slope. / Includes bibliography. / Thesis (M.S.)--Florida Atlantic University, 2019. / FAU Electronic Theses and Dissertations Collection Geosynthetics Slope stability Shear strength of soils
39	A study of the dynamic shear modulus of soil. Cheung, Che Hung January 1972 (has links) No description available. Soil mechanics Shear strength of soils -- Testing
40	Influence of strength variability on the safety of slopes in cohesive-frictional soils. Law, Kum-tim. January 1971 (has links) Thesis--M. Sc.(Eng.), University of Hong Kong. / Mimeographed.

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