Artigos de revistas sobre o tema "Triaxial loading path"
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Vaid, Y. P., e S. Sasitharan. "The strength and dilatancy of sand". Canadian Geotechnical Journal 29, n.º 3 (1 de junho de 1992): 522–26. http://dx.doi.org/10.1139/t92-058.
Texto completo da fonteAtkinson, J. H., e 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 completo da fonteWang, Zhaofeng, Guangliang Feng, Xufeng Liu e 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 completo da fonteGautam, Rajeeb, e Ron CK Wong. "Transversely isotropic stiffness parameters and their measurement in Colorado shale". Canadian Geotechnical Journal 43, n.º 12 (1 de dezembro de 2006): 1290–305. http://dx.doi.org/10.1139/t06-083.
Texto completo da fonteXiao, Bin, Peijiao Zhou e Shuchong Wu. "Creep Characteristics of Reconstituted Silty Clay under Different Pre-Loading Path Histories". Buildings 14, n.º 5 (16 de maio de 2024): 1445. http://dx.doi.org/10.3390/buildings14051445.
Texto completo da fonteChen, Rui, e B. Stimpson. "Triaxial stress relaxation tests on Saskatchewan potash". Canadian Geotechnical Journal 32, n.º 1 (1 de fevereiro de 1995): 11–21. http://dx.doi.org/10.1139/t95-002.
Texto completo da fonteZhang, Shu Chao, Shao Hui He, Pei Wang e Lin Li. "Axial Unloading Test of Soil Based on the GDS Triaxial Apparatus". Applied Mechanics and Materials 638-640 (setembro de 2014): 407–11. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.407.
Texto completo da fonteKim, In Tai, e 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 (janeiro de 2005): 41–49. http://dx.doi.org/10.1177/0361198105191300105.
Texto completo da fonteNewson, T. A., M. C. R. Davies e A. R. A. Bondok. "Selecting the rate of loading for drained stress path triaxial tests". Géotechnique 47, n.º 5 (outubro de 1997): 1063–67. http://dx.doi.org/10.1680/geot.1997.47.5.1063.
Texto completo da fonteWang, Xiaoliang, Zhen Zhang e 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 completo da fonteZhang, Yingjie, Jiangteng Li, Gang Ma e 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 completo da fonteSławińska-Budzich, Justyna, e 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 junho de 2020): 137–50. http://dx.doi.org/10.2478/sgem-2019-0039.
Texto completo da fonteVaid, Y. P., E. K. F. Chung e R. H. Kuerbis. "Stress path and steady state". Canadian Geotechnical Journal 27, n.º 1 (1 de fevereiro de 1990): 1–7. http://dx.doi.org/10.1139/t90-001.
Texto completo da fonteBergado, D. T., K. C. Chong, P. A. M. Daria e M. C. Alfaro. "Deformability and consolidation characteristics of soft Bangkok clay using screw plate tests". Canadian Geotechnical Journal 27, n.º 5 (1 de outubro de 1990): 531–45. http://dx.doi.org/10.1139/t90-069.
Texto completo da fonteWindisch, 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 completo da fonteCao, Yangbing, Qiang Yan, Sui Zhang e Fuming Cai. "Experimental Research on Anisotropy Characteristics of Shale under Triaxial Incremental Cyclic Loading and Unloading". Applied Sciences 14, n.º 6 (20 de março de 2024): 2602. http://dx.doi.org/10.3390/app14062602.
Texto completo da fonteVaid, Y. P., e 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 maio de 1996): 281–89. http://dx.doi.org/10.1139/t96-007.
Texto completo da fonteMohammadi, Amirabbas, e 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 completo da fonteMaksimov, Fedor, e Alessandro Tombari. "Derivation of Cyclic Stiffness and Strength Degradation Curves of Sands through Discrete Element Modelling". Modelling 3, n.º 4 (30 de setembro de 2022): 400–416. http://dx.doi.org/10.3390/modelling3040026.
Texto completo da fonteCorte, Marina Bellaver, Erdin Ibraim, Lucas Festugato, Andrea Diambra e 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 completo da fonteSawicki, Andrzej, Justyna Sławińska e Jacek Mierczyński. "Structure and Calibration of Constitutive Equations for Granular Soils". Studia Geotechnica et Mechanica 36, n.º 4 (28 de fevereiro de 2015): 35–46. http://dx.doi.org/10.2478/sgem-2014-0034.
Texto completo da fonteSivakumar, V., D. McKelvey, J. Graham e 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 completo da fonteKowalska, M. "Simulation of Stress Paths Derived from FEM Analysis in Triaxial Tests". Archives of Civil Engineering 59, n.º 1 (1 de março de 2013): 119–29. http://dx.doi.org/10.2478/ace-2013-0005.
Texto completo da fonteMohamad, Habib Musa, Adnan Zainorabidin e 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 completo da fonteSasitharan, S., P. K. Robertson, D. C. Sego e 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 completo da fonteZhang, Yan Gang, Kun Yong Zhang, Wang Lin Li e Qiao Zhen Shi. "Unloading Triaxial Experimental Study on Stress Path of Excavated Soil Slope". Advanced Materials Research 243-249 (maio de 2011): 2797–801. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2797.
Texto completo da fonteWang, Yan Fang, Zhi Gang Zhou e Zheng Yin Cai. "Studies about Creep Characteristic of Silty Clay on Triaxial Drained Creep Test". Applied Mechanics and Materials 580-583 (julho de 2014): 355–58. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.355.
Texto completo da fonteDeli, Á., e 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 dezembro de 2000): 187–93. http://dx.doi.org/10.1007/s100640000068.
Texto completo da fonteGennaro, V. De, J. Canou, J. C. Dupla e N. Benahmed. "Influence of loading path on the undrained behaviour of a medium loose sand". Canadian Geotechnical Journal 41, n.º 1 (1 de fevereiro de 2004): 166–80. http://dx.doi.org/10.1139/t03-082.
Texto completo da fonteLiu, Yiming, Xinchao Liao, Lihua Li e Haijun Mao. "Discrete Element Modelling of the Mechanical Behavior of Sand–Rubber Mixtures under True Triaxial Tests". Materials 13, n.º 24 (15 de dezembro de 2020): 5716. http://dx.doi.org/10.3390/ma13245716.
Texto completo da fonteNg, Robert M. C., e 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 completo da fonteWang, Zhe, Jing Li e Ren Jie Shang. "Experimental Study on Mechanical Behavior of Concrete Loading along Path (Constant Stress, Constant Strain, Increasing Strain)". Applied Mechanics and Materials 238 (novembro de 2012): 91–95. http://dx.doi.org/10.4028/www.scientific.net/amm.238.91.
Texto completo da fonteZhang, Liang, Fujun Niu, Minghao Liu, Jing Luo e Xin Ju. "Mechanical Behavior of Cracked Rock in Cold Region Subjected to Step Cyclic Loading". Geofluids 2022 (17 de janeiro de 2022): 1–15. http://dx.doi.org/10.1155/2022/6220549.
Texto completo da fonteUthayakumar, M., e 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 completo da fonteZhang, Yang, Yongjie Yang e 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 completo da fonteChen, Zheng-Han, D. G. Fredlund e 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 setembro de 1999): 321–29. http://dx.doi.org/10.1139/t98-097.
Texto completo da fonteLiu, Furong, Zhiwei Zhou, Wei Ma, Shujuan Zhang e 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 junho de 2021): 1–22. http://dx.doi.org/10.1155/2021/3763181.
Texto completo da fonteZhao, Yanru, Tiande Wen, Xiaohui Sun, Liping Huang e 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 janeiro de 2021): 1–12. http://dx.doi.org/10.1155/2021/6635768.
Texto completo da fonteShu, Rongjun, Lingwei Kong, Bingheng Liu e 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 fevereiro de 2021): 1874. http://dx.doi.org/10.3390/app11041874.
Texto completo da fonteCai, Yuanqiang, Qi Sun, Lin Guo, C. Hsein Juang e Jun Wang. "Permanent deformation characteristics of saturated sand under cyclic loading". Canadian Geotechnical Journal 52, n.º 6 (junho de 2015): 795–807. http://dx.doi.org/10.1139/cgj-2014-0341.
Texto completo da fonteTheocaris, P. S. "Positive and Negative Failure-Shears in Orthotropic Materials". Journal of Reinforced Plastics and Composites 11, n.º 1 (janeiro de 1992): 32–55. http://dx.doi.org/10.1177/073168449201100103.
Texto completo da fontePatutin, AV, e 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 fevereiro de 2022): 012035. http://dx.doi.org/10.1088/1755-1315/991/1/012035.
Texto completo da fonteCastelli, Francesco, Antonio Cavallaro, Salvatore Grasso e Valentina Lentini. "Undrained Cyclic Laboratory Behavior of Sandy Soils". Geosciences 9, n.º 12 (11 de dezembro de 2019): 512. http://dx.doi.org/10.3390/geosciences9120512.
Texto completo da fonteBUTKOVICH, JEREMY N., e 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 (janeiro de 2007): 61–72. http://dx.doi.org/10.1017/s089006040707014x.
Texto completo da fonteGabet, Thomas, Yann Malécot e 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 (março de 2008): 403–12. http://dx.doi.org/10.1016/j.cemconres.2007.09.029.
Texto completo da fonteMa, Xiaodong, John W. Rudnicki e 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 completo da fonteSun, Qi, Yuanqiang Cai, Jian Chu, Quanyang Dong e Jun Wang. "Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests". Canadian Geotechnical Journal 54, n.º 6 (junho de 2017): 768–77. http://dx.doi.org/10.1139/cgj-2016-0439.
Texto completo da fonteSkopek, Peter, N. R. Morgenstern, P. K. Robertson e D. C. Sego. "Collapse of dry sand". Canadian Geotechnical Journal 31, n.º 6 (1 de dezembro de 1994): 1008–14. http://dx.doi.org/10.1139/t94-115.
Texto completo da fonteWang, Yin, Zhen Qi, Tongzhong Wei, Junji Bao, Xun Zhang e 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 dezembro de 2023): 2336. http://dx.doi.org/10.3390/jmse11122336.
Texto completo da fonteFeng, Wang, Chi Shichun, Li Shijie e 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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