Artículos de revistas sobre el tema "Triaxial loading path"
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Vaid, Y. P. y S. Sasitharan. "The strength and dilatancy of sand". Canadian Geotechnical Journal 29, n.º 3 (1 de junio de 1992): 522–26. http://dx.doi.org/10.1139/t92-058.
Texto completoAtkinson, J. H. y D. B. Clinton. "Stress Path Tests on 100 mm Diameter Samples". Geological Society, London, Engineering Geology Special Publications 2, n.º 1 (1986): 133–37. http://dx.doi.org/10.1144/gsl.1986.002.01.28.
Texto completoWang, Zhaofeng, Guangliang Feng, Xufeng Liu y Yangyi Zhou. "An Experimental Investigation on the Foliation Strike-Angle Effect of Layered Hard Rock under Engineering Triaxial Stress Path". Materials 16, n.º 17 (31 de agosto de 2023): 5987. http://dx.doi.org/10.3390/ma16175987.
Texto completoGautam, Rajeeb y Ron CK Wong. "Transversely isotropic stiffness parameters and their measurement in Colorado shale". Canadian Geotechnical Journal 43, n.º 12 (1 de diciembre de 2006): 1290–305. http://dx.doi.org/10.1139/t06-083.
Texto completoXiao, Bin, Peijiao Zhou y Shuchong Wu. "Creep Characteristics of Reconstituted Silty Clay under Different Pre-Loading Path Histories". Buildings 14, n.º 5 (16 de mayo de 2024): 1445. http://dx.doi.org/10.3390/buildings14051445.
Texto completoChen, Rui y B. Stimpson. "Triaxial stress relaxation tests on Saskatchewan potash". Canadian Geotechnical Journal 32, n.º 1 (1 de febrero de 1995): 11–21. http://dx.doi.org/10.1139/t95-002.
Texto completoZhang, Shu Chao, Shao Hui He, Pei Wang y Lin Li. "Axial Unloading Test of Soil Based on the GDS Triaxial Apparatus". Applied Mechanics and Materials 638-640 (septiembre de 2014): 407–11. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.407.
Texto completoKim, In Tai y Erol Tutumluer. "Unbound Aggregate Rutting Models for Stress Rotations and Effects of Moving Wheel Loads". Transportation Research Record: Journal of the Transportation Research Board 1913, n.º 1 (enero de 2005): 41–49. http://dx.doi.org/10.1177/0361198105191300105.
Texto completoNewson, T. A., M. C. R. Davies y A. R. A. Bondok. "Selecting the rate of loading for drained stress path triaxial tests". Géotechnique 47, n.º 5 (octubre de 1997): 1063–67. http://dx.doi.org/10.1680/geot.1997.47.5.1063.
Texto completoWang, Xiaoliang, Zhen Zhang y Jiachun Li. "Triaxial behavior of granular material under complex loading path by a new numerical true triaxial engine". Advanced Powder Technology 30, n.º 4 (abril de 2019): 700–706. http://dx.doi.org/10.1016/j.apt.2018.12.020.
Texto completoZhang, Yingjie, Jiangteng Li, Gang Ma y Shuangfei Liu. "Unloading Mechanics and Energy Characteristics of Sandstone under Different Intermediate Principal Stress Conditions". Advances in Civil Engineering 2021 (22 de abril de 2021): 1–9. http://dx.doi.org/10.1155/2021/5577321.
Texto completoSławińska-Budzich, Justyna y Jacek Mierczyński. "Deformations and stability of granular soils: Classical triaxial tests and numerical results from an incremental model". Studia Geotechnica et Mechanica 42, n.º 2 (30 de junio de 2020): 137–50. http://dx.doi.org/10.2478/sgem-2019-0039.
Texto completoVaid, Y. P., E. K. F. Chung y R. H. Kuerbis. "Stress path and steady state". Canadian Geotechnical Journal 27, n.º 1 (1 de febrero de 1990): 1–7. http://dx.doi.org/10.1139/t90-001.
Texto completoBergado, D. T., K. C. Chong, P. A. M. Daria y M. C. Alfaro. "Deformability and consolidation characteristics of soft Bangkok clay using screw plate tests". Canadian Geotechnical Journal 27, n.º 5 (1 de octubre de 1990): 531–45. http://dx.doi.org/10.1139/t90-069.
Texto completoWindisch, Andor. "Multiaxial Strength and Deformations of Concrete, Failure Modes and a New Failure Criterion". Concrete Structures 24 (2023): 137–48. http://dx.doi.org/10.32970/cs.2023.1.19.
Texto completoCao, Yangbing, Qiang Yan, Sui Zhang y Fuming Cai. "Experimental Research on Anisotropy Characteristics of Shale under Triaxial Incremental Cyclic Loading and Unloading". Applied Sciences 14, n.º 6 (20 de marzo de 2024): 2602. http://dx.doi.org/10.3390/app14062602.
Texto completoVaid, Y. P. y S. Sivathayalan. "Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests". Canadian Geotechnical Journal 33, n.º 2 (8 de mayo de 1996): 281–89. http://dx.doi.org/10.1139/t96-007.
Texto completoMohammadi, Amirabbas y David Airey. "Undrained response of Sydney sand under non-reversal cyclic loading". E3S Web of Conferences 92 (2019): 08005. http://dx.doi.org/10.1051/e3sconf/20199208005.
Texto completoMaksimov, Fedor y Alessandro Tombari. "Derivation of Cyclic Stiffness and Strength Degradation Curves of Sands through Discrete Element Modelling". Modelling 3, n.º 4 (30 de septiembre de 2022): 400–416. http://dx.doi.org/10.3390/modelling3040026.
Texto completoCorte, Marina Bellaver, Erdin Ibraim, Lucas Festugato, Andrea Diambra y 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.
Texto completoSawicki, Andrzej, Justyna Sławińska y Jacek Mierczyński. "Structure and Calibration of Constitutive Equations for Granular Soils". Studia Geotechnica et Mechanica 36, n.º 4 (28 de febrero de 2015): 35–46. http://dx.doi.org/10.2478/sgem-2014-0034.
Texto completoSivakumar, V., D. McKelvey, J. Graham y D. Hughes. "Triaxial tests on model sand columns in clay". Canadian Geotechnical Journal 41, n.º 2 (1 de abril de 2004): 299–312. http://dx.doi.org/10.1139/t03-097.
Texto completoKowalska, M. "Simulation of Stress Paths Derived from FEM Analysis in Triaxial Tests". Archives of Civil Engineering 59, n.º 1 (1 de marzo de 2013): 119–29. http://dx.doi.org/10.2478/ace-2013-0005.
Texto completoMohamad, Habib Musa, Adnan Zainorabidin y Adriana Erica Amaludin. "Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects". Civil Engineering Journal 9, n.º 4 (1 de abril de 2023): 895–905. http://dx.doi.org/10.28991/cej-2023-09-04-010.
Texto completoSasitharan, S., P. K. Robertson, D. C. Sego y N. R. Morgenstern. "Collapse behavior of sand". Canadian Geotechnical Journal 30, n.º 4 (1 de agosto de 1993): 569–77. http://dx.doi.org/10.1139/t93-049.
Texto completoZhang, Yan Gang, Kun Yong Zhang, Wang Lin Li y Qiao Zhen Shi. "Unloading Triaxial Experimental Study on Stress Path of Excavated Soil Slope". Advanced Materials Research 243-249 (mayo de 2011): 2797–801. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2797.
Texto completoWang, Yan Fang, Zhi Gang Zhou y Zheng Yin Cai. "Studies about Creep Characteristic of Silty Clay on Triaxial Drained Creep Test". Applied Mechanics and Materials 580-583 (julio de 2014): 355–58. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.355.
Texto completoDeli, Á. y B. Vásárhelyi. "Investigation of the fracture process with different loading path triaxial tests on saturated sandstone". Bulletin of Engineering Geology and the Environment 59, n.º 3 (5 de diciembre de 2000): 187–93. http://dx.doi.org/10.1007/s100640000068.
Texto completoGennaro, V. De, J. Canou, J. C. Dupla y N. Benahmed. "Influence of loading path on the undrained behaviour of a medium loose sand". Canadian Geotechnical Journal 41, n.º 1 (1 de febrero de 2004): 166–80. http://dx.doi.org/10.1139/t03-082.
Texto completoLiu, Yiming, Xinchao Liao, Lihua Li y Haijun Mao. "Discrete Element Modelling of the Mechanical Behavior of Sand–Rubber Mixtures under True Triaxial Tests". Materials 13, n.º 24 (15 de diciembre de 2020): 5716. http://dx.doi.org/10.3390/ma13245716.
Texto completoNg, Robert M. C. y K. Y. Lo. "The measurements of soil parameters relevant to tunnelling in clays". Canadian Geotechnical Journal 22, n.º 3 (1 de agosto de 1985): 375–91. http://dx.doi.org/10.1139/t85-049.
Texto completoWang, Zhe, Jing Li y Ren Jie Shang. "Experimental Study on Mechanical Behavior of Concrete Loading along Path (Constant Stress, Constant Strain, Increasing Strain)". Applied Mechanics and Materials 238 (noviembre de 2012): 91–95. http://dx.doi.org/10.4028/www.scientific.net/amm.238.91.
Texto completoZhang, Liang, Fujun Niu, Minghao Liu, Jing Luo y Xin Ju. "Mechanical Behavior of Cracked Rock in Cold Region Subjected to Step Cyclic Loading". Geofluids 2022 (17 de enero de 2022): 1–15. http://dx.doi.org/10.1155/2022/6220549.
Texto completoUthayakumar, M. y Y. P. Vaid. "Static liquefaction of sands under multiaxial loading". Canadian Geotechnical Journal 35, n.º 2 (1 de abril de 1998): 273–83. http://dx.doi.org/10.1139/t98-007.
Texto completoZhang, Yang, Yongjie Yang y Depeng Ma. "Mechanical Characteristics of Coal Samples under Triaxial Unloading Pressure with Different Test Paths". Shock and Vibration 2020 (10 de agosto de 2020): 1–10. http://dx.doi.org/10.1155/2020/8870821.
Texto completoChen, Zheng-Han, D. G. Fredlund y Julian K.-M. Gan. "Overall volume change, water volume change, and yield associated with an unsaturated compacted loess". Canadian Geotechnical Journal 36, n.º 2 (25 de septiembre de 1999): 321–29. http://dx.doi.org/10.1139/t98-097.
Texto completoLiu, Furong, Zhiwei Zhou, Wei Ma, Shujuan Zhang y Zhizhong Sun. "Dynamic Parameters and Hysteresis Loop Characteristics of Frozen Silt Clay under Different Cyclic Stress Paths". Advances in Materials Science and Engineering 2021 (8 de junio de 2021): 1–22. http://dx.doi.org/10.1155/2021/3763181.
Texto completoZhao, Yanru, Tiande Wen, Xiaohui Sun, Liping Huang y Rui Chen. "Effect of Loading Path on the Mechanical Properties of Completely Decomposed Granite Soil Based on the Multiscale Method". Advances in Civil Engineering 2021 (30 de enero de 2021): 1–12. http://dx.doi.org/10.1155/2021/6635768.
Texto completoShu, Rongjun, Lingwei Kong, Bingheng Liu y Juntao Wang. "Stress–Strain Strength Characteristics of Undisturbed Granite Residual Soil Considering Different Patterns of Variation of Mean Effective Stress". Applied Sciences 11, n.º 4 (20 de febrero de 2021): 1874. http://dx.doi.org/10.3390/app11041874.
Texto completoCai, Yuanqiang, Qi Sun, Lin Guo, C. Hsein Juang y Jun Wang. "Permanent deformation characteristics of saturated sand under cyclic loading". Canadian Geotechnical Journal 52, n.º 6 (junio de 2015): 795–807. http://dx.doi.org/10.1139/cgj-2014-0341.
Texto completoTheocaris, P. S. "Positive and Negative Failure-Shears in Orthotropic Materials". Journal of Reinforced Plastics and Composites 11, n.º 1 (enero de 1992): 32–55. http://dx.doi.org/10.1177/073168449201100103.
Texto completoPatutin, AV y SV Serdyukov. "Laboratory stands for hydraulic fracturing simulation in a nonuniform stress field". IOP Conference Series: Earth and Environmental Science 991, n.º 1 (1 de febrero de 2022): 012035. http://dx.doi.org/10.1088/1755-1315/991/1/012035.
Texto completoCastelli, Francesco, Antonio Cavallaro, Salvatore Grasso y Valentina Lentini. "Undrained Cyclic Laboratory Behavior of Sandy Soils". Geosciences 9, n.º 12 (11 de diciembre de 2019): 512. http://dx.doi.org/10.3390/geosciences9120512.
Texto completoBUTKOVICH, JEREMY N. y YOUSSEF M. A. HASHASH. "Neural network material model enhancement: Optimization through selective data removal". Artificial Intelligence for Engineering Design, Analysis and Manufacturing 21, n.º 1 (enero de 2007): 61–72. http://dx.doi.org/10.1017/s089006040707014x.
Texto completoGabet, Thomas, Yann Malécot y Laurent Daudeville. "Triaxial behaviour of concrete under high stresses: Influence of the loading path on compaction and limit states". Cement and Concrete Research 38, n.º 3 (marzo de 2008): 403–12. http://dx.doi.org/10.1016/j.cemconres.2007.09.029.
Texto completoMa, Xiaodong, John W. Rudnicki y Bezalel C. Haimson. "Failure characteristics of two porous sandstones subjected to true triaxial stresses: Applied through a novel loading path". Journal of Geophysical Research: Solid Earth 122, n.º 4 (abril de 2017): 2525–40. http://dx.doi.org/10.1002/2016jb013637.
Texto completoSun, Qi, Yuanqiang Cai, Jian Chu, Quanyang Dong y Jun Wang. "Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests". Canadian Geotechnical Journal 54, n.º 6 (junio de 2017): 768–77. http://dx.doi.org/10.1139/cgj-2016-0439.
Texto completoSkopek, Peter, N. R. Morgenstern, P. K. Robertson y D. C. Sego. "Collapse of dry sand". Canadian Geotechnical Journal 31, n.º 6 (1 de diciembre de 1994): 1008–14. http://dx.doi.org/10.1139/t94-115.
Texto completoWang, Yin, Zhen Qi, Tongzhong Wei, Junji Bao, Xun Zhang y Yansheng Zhou. "Numerical Study on the Responses of Suction Pile Foundations under Horizontal Cyclic Loading Considering the Soil Stiffness Degradation". Journal of Marine Science and Engineering 11, n.º 12 (11 de diciembre de 2023): 2336. http://dx.doi.org/10.3390/jmse11122336.
Texto completoFeng, Wang, Chi Shichun, Li Shijie y Jia Yufeng. "Testing and Micromechanical Modelling of Rockfill Materials Considering the Effect of Stress Path". Mathematical Problems in Engineering 2016 (2016): 1–14. http://dx.doi.org/10.1155/2016/7630541.
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