Relevant bibliographies by topics / Hollow Cylinder Trosional Shear Tests

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  2. Dissertations / Theses
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Academic literature on the topic 'Hollow Cylinder Trosional Shear Tests'

Author: Grafiati
Published: 6 September 2023

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Journal articles on the topic "Hollow Cylinder Trosional Shear Tests"

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Silvestri, V. "On the determination of the stress-strain curve of clay from the undrained plane-strain expansion of hollow cylinders: a long-forgotten method." Canadian Geotechnical Journal 35, no. 2 (1998): 360–63. http://dx.doi.org/10.1139/t97-084.

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This paper presents the method to obtain the shear stress curve of clay from the undrained plane-strain expansion of hollow cylinder triaxial tests. No prior knowledge of the constitutive properties of the material is required. The theory also indicates that when the outer radius of the cylinder is very large compared with the inner radius, the equation used to interpret pressuremeter tests in clay is recovered.Key words: hollow cylinder, expansion tests, clays, plane strain, undrained condition, shear stress curve.
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Wrzesiński, Grzegorz, and Zbigniew Lechowicz. "Testing of Undrained Shear Strength in a Hollow Cylinder Apparatus." Studia Geotechnica et Mechanica 37, no. 2 (2015): 69–73. http://dx.doi.org/10.1515/sgem-2015-0023.

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Abstract The paper presents the results of tests performed in a Torsional Shear Hollow Cylinder Apparatus on undisturbed cohesive soils. The tests were performed on lightly overconsolidated clay (Cl) and sandy silty clay (sasiCl). The main objective of the tests was to determine the undrained shear strength at different angles of rotation of the principal stress directions. The results of laboratory tests allow assessing the influence of rotation of the principal stress directions on the value of undrained shear strength that should be used during designing structure foundations
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Lade, Poul V., Jungman Nam, and Won Pyo Hong. "Shear banding and cross-anisotropic behavior observed in laboratory sand tests with stress rotation." Canadian Geotechnical Journal 45, no. 1 (2008): 74–84. http://dx.doi.org/10.1139/t07-078.

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Shear banding in Santa Monica beach sand deposited by dry pluviation in hollow cylinder specimens is studied in 34 drained torsion shear tests with rotation of principal stress directions. The effect of the specimen height on the soil behavior was investigated by testing specimens with heights of 40 and 25 cm. Each test was conducted with the same, constant inside and outside confining pressure, σr, thus tying the value of b = (σ2– σ3)/(σ1 – σ3) to the inclination, β, of the major principal stress. Shear bands can develop freely without significant restraint from the soft rubber membranes. Str
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Sãyao, A., and Y. P. Vaid. "Effect of intermediate principal stress on the deformation response of sand." Canadian Geotechnical Journal 33, no. 5 (1996): 822–28. http://dx.doi.org/10.1139/t96-108-328.

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An experimental investigation of the relevance of the intermediate principal stress (σ2) on the deformation response of a sand is presented. The effects of σ2 are conveniently studied through the nondimensional stress parameter b = (σ2 – σ3)/(σ1 – σ3). A series of stress path tests was performed on Ottawa sand specimens in a hollow cylinder torsional shear device. The experimental program includes shear loading at different values of b, and special b tests, in which b was continuously varied at different stress directions. It is shown that the b value may have a significant influence on the st
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Yoshimine, Mitsutoshi, Recep Özay, Atila Sezen, and Atilla Ansal. "Undrained Plane Strain Shear Tests on Saturated Sand Using a Hollow Cylinder Torsional Shear Apparatus." Soils and Foundations 39, no. 2 (1999): 131–36. http://dx.doi.org/10.3208/sandf.39.2_131.

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Richardson, Ian Reginald, David Neil Chapman, and Stephen Brown. "Relating Failure Tests Performed in Hollow Cylinder Apparatus to Inherent Anisotropy." Transportation Research Record: Journal of the Transportation Research Board 1526, no. 1 (1996): 149–56. http://dx.doi.org/10.1177/0361198196152600119.

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Described are failure tests performed on a fine-grained Leighton Buzzard sand in the Nottingham hollow cylinder apparatus. These tests were conducted to characterize the inherent anisotropy of the material formed during the sample preparation procedure. An image analysis procedure for determining preferred particle orientation is introduced and its derivation discussed. An attempt is subsequently made to relate the statistically significant preferred orientation to the anisotropic shear strength properties of the Leighton Buzzard sand.
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Vaid, Y. P., A. Sayao, Enhuang Hou, and D. Negussey. "Generalized stress-path-dependent soil behaviour with a new hollow cylinder torsional apparatus." Canadian Geotechnical Journal 27, no. 5 (1990): 601–16. http://dx.doi.org/10.1139/t90-075.

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A new hollow cylinder torsional shear apparatus is described. The apparatus is suitable for investigating soil behaviour under generalized stress paths, including principal stress rotations, characteristic of earthquake and offshore-wave loadings. A new, more rational assessment of stress nonuniformity across the wall of the hollow cylinder specimen is made, and the "no go" regions of the stress space are delineated that limit stress nonuniformity to acceptable levels. Operation of the apparatus and experimental procedures for tests on reconstituted specimens of sand are described. Typical res
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Kumruzzaman, Md, and Jian-Hua Yin. "Influences of principal stress direction and intermediate principal stress on the stress–strain–strength behaviour of completely decomposed granite." Canadian Geotechnical Journal 47, no. 2 (2010): 164–79. http://dx.doi.org/10.1139/t09-079.

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The measurement and study of the stress–strain–strength behaviour of soils in general stress states involving the change of magnitudes and direction of the principal stresses are necessary and important. To investigate the strength behaviour under such conditions, consolidated undrained tests on remoulded hollow cylinder specimens of completely decomposed granite (CDG) were carried out using a hollow cylinder apparatus. Tests were conducted by maintaining a fixed principal stress direction with angle α from the vertical direction together with a fixed value of intermediate principal stress coe
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9

Zdravkovic, Lidija, and Richard J. Jardine. "Undrained anisotropy of K0-consolidated silt." Canadian Geotechnical Journal 37, no. 1 (2000): 178–200. http://dx.doi.org/10.1139/t99-094.

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Direct measurements of the initial shear strength and yielding anisotropy of a dense, K0-consolidated silt are described and interpreted within a bounding-surface framework. The experiments were performed using the Imperial College large hollow cylinder apparatus, in which samples were sheared undrained with a range of orientations, α, of the major principal stress, σ1, following initial K0 consolidation. The interpretation is aided by data from oedometer and triaxial stress path tests. Strongly anisotropic stiffness, yielding, undrained strength, and mobilized angle of shearing resistance, ϕ'
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Georgiannou, V. N., and A. Tsomokos. "Comparison of two fine sands under torsional loading." Canadian Geotechnical Journal 45, no. 12 (2008): 1659–72. http://dx.doi.org/10.1139/t08-083.

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In this paper the behaviour of two “standard research sands”, widely used for experimental purposes, is compared in a torsional hollow cylinder apparatus under monotonic and cyclic loading conditions. Both sands are fine and uniform with D50 = 0.22 and 0.29 mm, respectively. However, their response to undrained monotonic loading at similar void ratios is dramatically different, with the finer sand showing strength reduction after peak and the coarser sand showing continuous increase in strength with torsional shear. The difference in response is mainly attributed to grain angularity and to a l
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Dissertations / Theses on the topic "Hollow Cylinder Trosional Shear Tests"

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Singh, Saurabh. "Weakly cemented granular materials: study at multiple length scales." Thesis, 2020. https://etd.iisc.ac.in/handle/2005/4540.

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Cemented granular systems are encountered at various scales in nature and artificially. We present an experimental study carried out on the structure and mechanical behaviour of weakly cemented granular materials. We study the cemented granular materials at two scales -- micro (particle-bond-particle) scale and macro (ensemble) scale. At the micro-scale studies, a set of x-ray computed tomography experiments are performed. We characterize the structure of initial configuration of weakly cemented granular materials. We discuss, in detail, quantification of fabric and structure such as coord
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張竣閔. "Rotional Displacement Measurement in Hollow Cylinder Simple Shear Tests." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/16759873024477613831.

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碩士<br>國立交通大學<br>土木工程系所<br>93<br>The concept of using local displacement measurement for soil element testing has been well accepted by the international geotechnical engineering community. The available techniques however, are mostly developed for monitoring linear displacement such as the axial deformation in a triaxial test. Methods to provide local rotational displacement measurement in a hollow cylinder torsional simple shear test are rare. The main objective of this research is to develop a practical method to monitor the specimen rotational displacement locally, in a hollow cylinder t
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Cheng-JieLiao and 廖正傑. "Mechanical Behavior of Hollow Cylinder Rock Specimens under Triaxial and Ring Shear Tests and Its Application." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/63856200667033467533.

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博士<br>國立成功大學<br>土木工程學系碩博士班<br>100<br>Conventional test has a lot of limitations. The effect of complex three-dimensional stress on rock cannot be simulated by triaxial test; and the true residual shear strength at rock joint surface cannot be obtained by direct shear test. Therefore, suitable methods and equipments for hollow cylinder triaxial test and ring shear test for rock specimen are developed in this study to obtain the failure criteria of rocks in three-dimensional stress and residual state. Hollow cylinder triaxial test is applied to the cover and storage layers in CO2 sequestration t
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Book chapters on the topic "Hollow Cylinder Trosional Shear Tests"

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Vargas, R., Z. Tang, K. Ueda, and R. Uzuoka. "Validation of Numerical Predictions of Lateral Spreading Based on Hollow-Cylinder Torsional Shear Tests and a Large Centrifuge-Models Database." In Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_165.

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