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Статті в журналах з теми "Hollow Cylinder Trosional Shear Tests"
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 (April 1, 1998): 360–63. http://dx.doi.org/10.1139/t97-084.
Повний текст джерелаWrzesiński, Grzegorz, and Zbigniew Lechowicz. "Testing of Undrained Shear Strength in a Hollow Cylinder Apparatus." Studia Geotechnica et Mechanica 37, no. 2 (June 1, 2015): 69–73. http://dx.doi.org/10.1515/sgem-2015-0023.
Повний текст джерелаLade, 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 (January 2008): 74–84. http://dx.doi.org/10.1139/t07-078.
Повний текст джерелаSãyao, A., and Y. P. Vaid. "Effect of intermediate principal stress on the deformation response of sand." Canadian Geotechnical Journal 33, no. 5 (November 6, 1996): 822–28. http://dx.doi.org/10.1139/t96-108-328.
Повний текст джерелаYoshimine, 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 (April 1999): 131–36. http://dx.doi.org/10.3208/sandf.39.2_131.
Повний текст джерелаRichardson, 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 (January 1996): 149–56. http://dx.doi.org/10.1177/0361198196152600119.
Повний текст джерелаVaid, 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 (October 1, 1990): 601–16. http://dx.doi.org/10.1139/t90-075.
Повний текст джерелаKumruzzaman, 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 (February 2010): 164–79. http://dx.doi.org/10.1139/t09-079.
Повний текст джерелаZdravkovic, Lidija, and Richard J. Jardine. "Undrained anisotropy of K0-consolidated silt." Canadian Geotechnical Journal 37, no. 1 (February 1, 2000): 178–200. http://dx.doi.org/10.1139/t99-094.
Повний текст джерелаGeorgiannou, V. N., and A. Tsomokos. "Comparison of two fine sands under torsional loading." Canadian Geotechnical Journal 45, no. 12 (December 2008): 1659–72. http://dx.doi.org/10.1139/t08-083.
Повний текст джерелаДисертації з теми "Hollow Cylinder Trosional Shear Tests"
Singh, Saurabh. "Weakly cemented granular materials: study at multiple length scales." Thesis, 2020. https://etd.iisc.ac.in/handle/2005/4540.
Повний текст джерелаDepartment of Science and Technology
張竣閔. "Rotional Displacement Measurement in Hollow Cylinder Simple Shear Tests." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/16759873024477613831.
Повний текст джерела國立交通大學
土木工程系所
93
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 torsional simple shear test. Coupled with beneder elelment, the new technique was used in a series of cyclic tests on a silty sand with various fines contents. The effects of fines contents on the correlations among shear modulus, damping ratio, pore pressure development and shear strain were then studied based on these tests.
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.
Повний текст джерела國立成功大學
土木工程學系碩博士班
100
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 to probe the strength properties under three-dimensional stress and establish three-dimensional yield surfaces. The results show that the yield surfaces of Yutengping sandstone, Liuchungsi sandstone and Kanhsialiao mudstone appear as smoothed triangle on octahedral plane, indicating a nonlinear relationship between the deviator stress and angle of deviation at the moment of failure. In failure criteria analysis, both Hoek-Brown and Kim-Lade failure criteria could present the strength properties of rocks under low and high confining pressure. However, Kim-Lade failure criterion could also express the influence of the angle of deviation to deviator stress, and its yield surface (which is a smoothed triangle) is more similar to test results. The yield surface could then be used to assess the maximum allowable injection pressure of storage layer under three-dimensional stress as the reference value for injection pressure in CO2 sequestration to reduce the risk of rock failure. In addition to using ring shear test to probe the residual strength at rock joint surface, it is also used to simulate the effect of seismic forces on rock sliding surface to probe the sliding mechanism by the application of dynamic stresses. Test results show that the failure criterion established in static ring shear test is applicable in dynamic test. As the dynamic forces surpasses the shear resistance of sliding surface, shear path moves along failure envelope. At this moment, shear displacement increases rapidly to a maximum rate of 5.12m/min, which is enough to cause sliding failure on rock slope. This phenomenon explains the mechanism of Tsaoling landslide which was caused by Chi-Chi earthquake, which was happening when the dynamic (seismic) stresses on the sliding surface surpassed the resisting shear strength, resulted in a high-speed sliding. As the conclusion, the hollow cylinder triaxial test and ring shear test developed in this research could overcome the limitation faced in conventional methods, to probe the strength properties of rock under three-dimensional stress and residual state, and provide a great help in solving current rock mechanics problems.
Частини книг з теми "Hollow Cylinder Trosional Shear Tests"
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), 1821–28. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_165.
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