Thesis (M.S.)--Ohio State University, 1985. / Includes bibliographical references (leaves 86-87). Available online via OhioLINK's ETD Center

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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.

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published_or_final_version / Civil Engineering / Master / Master of Science in Engineering

The drained residual shear strength at the interface between soils and solid materials can be of importance in evaluating the stability of geotechnical structures. Drained residual shear tests have been performed at relatively high effective normal stress levels, over 50 kPa. These effective normal stresses are relevant for many field applications and manageable in typical laboratory shear testing. However, there are field applications, such as offshore pipelines where the effective normal stresses can be below 50 kPa. There are two significant challenges in measuring the drained shear strength at low effective normal stresses: (1) a small amount of friction in a test device can affect the results; (2) small shear rates may be required to achieve drained conditions at the soils. A tilt table test method has been developed to overcome these challenges. The objective of this work is to measure the drained residual shear and interface strength of soils at low effective normal stresses so as to provide logical explanations of the effect of various parameters. These parameters include soil index properties, clay content, clay mineralogy, stress history, and loading rate together with the effective normal stress levels. The total 74 tilt table tests are performed to measure the drained residual shear and interface strength of marine clays and sand-kaolinite mixtures. The following conclusions can be drawn based on the test results. 1. The drained residual shear strength both for the interface and for the soils is not affected by the over-consolidation ratio. 2. The drained residual shear strengths for the interfaces are all less than the drained residual shear strengths of soils. The drained residual strength of interface depends on the roughness of interface, clay mineralogy. 3. The empirical correlations and shear test results at higher effective normal stresses cannot be extrapolated to lower effective normal stresses. 4. Clay mineralogy and clay contents together with the magnitude of effective normal stress are the most important factors to estimate the drained residual shear strength of cohesive soils. 5. Cohesionless soils exhibit a constant residual secant friction angle regardless of effective normal stress levels. / text

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

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An analytical and experimental investigation on the shear strength of High Performance Concrete (HPC) beams with vertical shear reinforcement or stirrups was carried out. The analytical work involved developing a theory based on the truss analogy, capable of predicting the response and shear strength of such beams subjected to combined bending moment and shear force.The experimental work comprised forty-eight beam specimens in eight series of tests. Most of the beams were 250 mm wide, 350 mm deep and had a clear span of approximately 2 metres. The largest beam was 250 mm wide, 600 mm deep and had a clear span of 3.1 metres. Test parameters included the concrete cover to the shear reinforcement cage, shear reinforcement ratio, longitudinal tensile steel ratio, overall beam depth, shear span-to-depth ratio and concrete compressive strength. The loading configurations included using one, two or four symmetrically placed concentrated loads on simply supported spans.The theory predicted the shear strength of the beams in the present study well. When beams from previous investigations were included, the theory also gave good prediction of the shear strength. Apart from this, comparisons of shear strength were also made with the predictions by the shear design provisions contained in the Australian Standard AS 3600 (1994), American Concrete Institute Building Code ACI 318-95, Eurocode EC2 Part 1 and Canadian Standard CSA A23.3-94. The AS 3600 method was found to give the best correlation with the test results among all the code methods.

The trend of electrical products is light, thin and minimized with the fast operation and multi functionality, which also drives assembly technology towards the same goal. In advanced assembly technology, flip-chip is the one that can achieve the purposes. The pitch and size of a bump, which is in charge of current transmit, are also getting small. The prohibition of using lead content material also stimulates the development of lead-free material in the related industries. The paper is focused on adopting lead free solder paste such as Sn/Ag1.0/Cu0.5 and Sn/Ag4.0/Cu0.5, together with Al/NiV/Cu UBM made by bumping technology. The empirical analysis is based the shear strength of three different bump heights. The result shows the higher the content of Ag, the higher of the initial shear strength. Moreover, the experiment also investigated two solder bump IMC conditions and shear strength by using multi-reflow. The result shows that the IMC of Sn/Ag4.0/Cu0.5 solder paste increases after times of multi-reflow, but the shear strength was sharply decreased. The reliability test was also performed, such as temperature cycling test, temperature and humidity test, highly accelerated temperature and humidity stress test, high temperature storage life test. It¡¦s found the Sn/Ag1.0/Cu0.5 solder bump could maintain the original ductility; while the Sn/Ag4.0/Cu0.5 solder bump was decreasing the ductility due to the generation of IMC. Keyword¡GShear Strength, Flip-chip, Bump, IMC