Статті в журналах з теми "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 (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 джерелаShahnazari, Habib, Yaser Jafarian, Mohammad A. Tutunchian, and Reza Rezvani. "Undrained Cyclic and Monotonic Behavior of Hormuz Calcareous Sand Using Hollow Cylinder Simple Shear Tests." International Journal of Civil Engineering 14, no. 4 (June 2016): 209–19. http://dx.doi.org/10.1007/s40999-016-0021-6.
Повний текст джерелаSivathayalan, S., and Y. P. Vaid. "Influence of generalized initial state and principal stress rotation on the undrained response of sands." Canadian Geotechnical Journal 39, no. 1 (February 1, 2002): 63–76. http://dx.doi.org/10.1139/t01-078.
Повний текст джерелаPan, Hua, Guo Xing Chen, and Tian Sun. "Experimental Research on Dynamic Poisson’s Ratio of Silty Clay." Advanced Materials Research 168-170 (December 2010): 286–92. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.286.
Повний текст джерелаWrzesiński, Grzegorz, and Zbigniew Lechowicz. "Influence of the rotation of principal stress directions on undrained shear strength." Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation 45, no. 2 (December 1, 2013): 183–92. http://dx.doi.org/10.2478/sggw-2013-0015.
Повний текст джерелаMamou, Anna, William Powrie, Jeffrey Priest, and Chris Clayton. "The use of the hollow cylinder apparatus to study stress paths relevant to railway track foundations." E3S Web of Conferences 92 (2019): 02013. http://dx.doi.org/10.1051/e3sconf/20199202013.
Повний текст джерелаHuang, Bo, Xing Yao Chen, Qing Jing Wang, and Dao Sheng Ling. "A New Parameter to Evaluate Liquefaction Resistance of Saturated Sand under Complex Dynamic Stress Paths." Applied Mechanics and Materials 405-408 (September 2013): 378–85. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.378.
Повний текст джерелаSuits, L. D., T. C. Sheahan, Nguyen HongNam, Junichi Koseki, and Takeshi Sato. "Effect of Specimen Size on Quasi-Elastic Properties of Toyoura Sand in Hollow Cylinder Triaxial and Torsional Shear Tests." Geotechnical Testing Journal 31, no. 2 (2008): 100022. http://dx.doi.org/10.1520/gtj100022.
Повний текст джерелаCui, Lan, Qian Sheng, Zhenzhen Niu, and Liuming Chang. "Deformation Behavior of Saturated Marine Silt under Principal Stress Rotation as Induced by Wave Loading." Applied Sciences 11, no. 20 (October 12, 2021): 9458. http://dx.doi.org/10.3390/app11209458.
Повний текст джерелаMamou, Anna, Jeffrey A. Priest, Christopher R. I. Clayton, and William Powrie. "Behaviour of saturated railway track foundation materials during undrained cyclic loading." Canadian Geotechnical Journal 55, no. 5 (May 2018): 689–97. http://dx.doi.org/10.1139/cgj-2017-0196.
Повний текст джерелаTsomokos, A., and V. N. Georgiannou. "Effect of grain shape and angularity on the undrained response of fine sands." Canadian Geotechnical Journal 47, no. 5 (May 2010): 539–51. http://dx.doi.org/10.1139/t09-121.
Повний текст джерелаSaito, Shunsuke, Fumio Ogawa, and Takamoto Itoh. "Fatigue Life Properties of Stainless Steels in Wide Ranged Biaxial Stress States using a Hollow Cylinder Specimen." MATEC Web of Conferences 300 (2019): 09004. http://dx.doi.org/10.1051/matecconf/201930009004.
Повний текст джерелаBrosse, A., R. J. Jardine, and S. Nishimura. "Undrained stiffness anisotropy from hollow cylinder experiments on four Eocene-to-Jurassic UK stiff clays." Canadian Geotechnical Journal 54, no. 3 (March 2017): 313–32. http://dx.doi.org/10.1139/cgj-2015-0320.
Повний текст джерелаRatananikom, Wanwarang, Siam Yimsiri, Fumihiko Fukuda, and Suched Likitlersuang. "Failure Surface and Plastic Potential in Deviatoric Plane of Bangkok Clay." Applied Mechanics and Materials 256-259 (December 2012): 256–60. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.256.
Повний текст джерелаReid, D., R. Fanni, and A. Fourie. "Assessing the undrained strength cross-anisotropy of three tailings types." Géotechnique Letters 12, no. 1 (March 2022): 1–7. http://dx.doi.org/10.1680/jgele.21.00094.
Повний текст джерелаCorte, Marina Bellaver, Erdin Ibraim, Lucas Festugato, Andrea Diambra, and Nilo Cesar Consoli. "Stiffness of lightly cemented sand under multiaxial loading." E3S Web of Conferences 92 (2019): 11008. http://dx.doi.org/10.1051/e3sconf/20199211008.
Повний текст джерелаCai, Yuanqiang, Qi Sun, Lin Guo, C. Hsein Juang, and Jun Wang. "Permanent deformation characteristics of saturated sand under cyclic loading." Canadian Geotechnical Journal 52, no. 6 (June 2015): 795–807. http://dx.doi.org/10.1139/cgj-2014-0341.
Повний текст джерелаYu, H. S., and X. Yuan. "On a class of non-coaxial plasticity models for granular soils." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 462, no. 2067 (December 14, 2005): 725–48. http://dx.doi.org/10.1098/rspa.2005.1590.
Повний текст джерелаGuo, Lin, Yuanqiang Cai, Richard J. Jardine, Zhongxuan Yang, and Jun Wang. "Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions." Canadian Geotechnical Journal 55, no. 1 (January 2018): 90–106. http://dx.doi.org/10.1139/cgj-2016-0636.
Повний текст джерелаZhou, Jian, Jiajia Yan, Changjie Xu, and Xiaonan Gong. "Influence of Intermediate Principal Stress on Undrained Behavior of Intact Clay under Pure Principal Stress Rotation." Mathematical Problems in Engineering 2013 (2013): 1–10. http://dx.doi.org/10.1155/2013/950143.
Повний текст джерелаChen, Dun, Guoyu Li, Xiaodong Zhao, Wei Ma, Zhiwei Zhou, Yanhu Mu, Zejin Lai, and Tuo Chen. "Experimental Study on the Anisotropy and Non-coaxiality of Frozen Standard Sand under Different Principal Stress Directions." Geofluids 2022 (May 14, 2022): 1–15. http://dx.doi.org/10.1155/2022/1585324.
Повний текст джерелаVargas, Ruben R., Kyohei Ueda, and Kazuaki Uemura. "Influence of the relative density and K0 effects in the cyclic response of Ottawa F-65 sand - cyclic Torsional Hollow-Cylinder shear tests for LEAP-ASIA-2019." Soil Dynamics and Earthquake Engineering 133 (June 2020): 106111. http://dx.doi.org/10.1016/j.soildyn.2020.106111.
Повний текст джерелаLekarp, Fredrick, Ian Reginald Richardson, and Andrew Dawson. "Influences on Permanent Deformation Behavior of Unbound Granular Materials." Transportation Research Record: Journal of the Transportation Research Board 1547, no. 1 (January 1996): 68–75. http://dx.doi.org/10.1177/0361198196154700110.
Повний текст джерела"Comparison of direct shear and hollow cylinder tests on rock joints." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 29, no. 6 (November 1992): 349. http://dx.doi.org/10.1016/0148-9062(92)91699-6.
Повний текст джерелаSu, Donghua, Jin Li, Sheng Huang, Zaoyuan Li, and Xuning Wu. "Novel Method for Characterizing the Mechanical Properties of the Cement Sheath Based on Hollow-Cylinder Specimen and Multiaxial Load Tests." SPE Journal, December 1, 2022, 1–15. http://dx.doi.org/10.2118/214293-pa.
Повний текст джерелаLiu, Xinyu, Xianwei Zhang, Lingwei Kong, Gang Wang, and Chengsheng Li. "Multiscale structural characterizations of anisotropic natural granite residual soil." Canadian Geotechnical Journal, February 28, 2023. http://dx.doi.org/10.1139/cgj-2022-0188.
Повний текст джерелаFardad Amini, Pedram, and Gang Wang. "Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories." Géotechnique, April 6, 2023, 1–45. http://dx.doi.org/10.1680/jgeot.22.00075.
Повний текст джерелаFanni, Riccardo, David Reid, and Andy Fourie. "Effect of principal stress direction on the instability of sand under the constant shear drained stress path." Géotechnique, August 31, 2022, 1–54. http://dx.doi.org/10.1680/jgeot.22.00062.
Повний текст джерелаPrasanna, Rousseau, and Siva Sivathayalan. "Liquefaction of sands subjected to principal stress rotation caused by generalized seismic loading ." Canadian Geotechnical Journal, February 8, 2022. http://dx.doi.org/10.1139/cgj-2021-0035.
Повний текст джерелаBerntsen, Andreas Nicolas, Euripides Papamichos, Xiyang Xie, Gang Li, and Ziheng Yao. "Productivity Decline Mechanisms in Gravel Packed Perforations." Rock Mechanics and Rock Engineering, August 14, 2023. http://dx.doi.org/10.1007/s00603-023-03456-3.
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