Articoli di riviste sul 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. 3 (1 giugno 1992): 522–26. http://dx.doi.org/10.1139/t92-058.
Atkinson, J. H., e D. B. Clinton. "Stress Path Tests on 100 mm Diameter Samples". Geological Society, London, Engineering Geology Special Publications 2, n. 1 (1986): 133–37. http://dx.doi.org/10.1144/gsl.1986.002.01.28.
Wang, 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. 17 (31 agosto 2023): 5987. http://dx.doi.org/10.3390/ma16175987.
Gautam, Rajeeb, e Ron CK Wong. "Transversely isotropic stiffness parameters and their measurement in Colorado shale". Canadian Geotechnical Journal 43, n. 12 (1 dicembre 2006): 1290–305. http://dx.doi.org/10.1139/t06-083.
Xiao, Bin, Peijiao Zhou e Shuchong Wu. "Creep Characteristics of Reconstituted Silty Clay under Different Pre-Loading Path Histories". Buildings 14, n. 5 (16 maggio 2024): 1445. http://dx.doi.org/10.3390/buildings14051445.
Chen, Rui, e B. Stimpson. "Triaxial stress relaxation tests on Saskatchewan potash". Canadian Geotechnical Journal 32, n. 1 (1 febbraio 1995): 11–21. http://dx.doi.org/10.1139/t95-002.
Zhang, 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 (settembre 2014): 407–11. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.407.
Kim, 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. 1 (gennaio 2005): 41–49. http://dx.doi.org/10.1177/0361198105191300105.
Newson, 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. 5 (ottobre 1997): 1063–67. http://dx.doi.org/10.1680/geot.1997.47.5.1063.
Wang, 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. 4 (aprile 2019): 700–706. http://dx.doi.org/10.1016/j.apt.2018.12.020.
Zhang, 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 aprile 2021): 1–9. http://dx.doi.org/10.1155/2021/5577321.
Sławińska-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. 2 (30 giugno 2020): 137–50. http://dx.doi.org/10.2478/sgem-2019-0039.
Vaid, Y. P., E. K. F. Chung e R. H. Kuerbis. "Stress path and steady state". Canadian Geotechnical Journal 27, n. 1 (1 febbraio 1990): 1–7. http://dx.doi.org/10.1139/t90-001.
Bergado, 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. 5 (1 ottobre 1990): 531–45. http://dx.doi.org/10.1139/t90-069.
Windisch, 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.
Cao, 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. 6 (20 marzo 2024): 2602. http://dx.doi.org/10.3390/app14062602.
Vaid, 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. 2 (8 maggio 1996): 281–89. http://dx.doi.org/10.1139/t96-007.
Mohammadi, 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.
Maksimov, Fedor, e Alessandro Tombari. "Derivation of Cyclic Stiffness and Strength Degradation Curves of Sands through Discrete Element Modelling". Modelling 3, n. 4 (30 settembre 2022): 400–416. http://dx.doi.org/10.3390/modelling3040026.
Corte, 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.
Sawicki, Andrzej, Justyna Sławińska e Jacek Mierczyński. "Structure and Calibration of Constitutive Equations for Granular Soils". Studia Geotechnica et Mechanica 36, n. 4 (28 febbraio 2015): 35–46. http://dx.doi.org/10.2478/sgem-2014-0034.
Sivakumar, V., D. McKelvey, J. Graham e D. Hughes. "Triaxial tests on model sand columns in clay". Canadian Geotechnical Journal 41, n. 2 (1 aprile 2004): 299–312. http://dx.doi.org/10.1139/t03-097.
Kowalska, M. "Simulation of Stress Paths Derived from FEM Analysis in Triaxial Tests". Archives of Civil Engineering 59, n. 1 (1 marzo 2013): 119–29. http://dx.doi.org/10.2478/ace-2013-0005.
Mohamad, 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. 4 (1 aprile 2023): 895–905. http://dx.doi.org/10.28991/cej-2023-09-04-010.
Sasitharan, S., P. K. Robertson, D. C. Sego e N. R. Morgenstern. "Collapse behavior of sand". Canadian Geotechnical Journal 30, n. 4 (1 agosto 1993): 569–77. http://dx.doi.org/10.1139/t93-049.
Zhang, 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 (maggio 2011): 2797–801. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2797.
Wang, 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 (luglio 2014): 355–58. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.355.
Deli, 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. 3 (5 dicembre 2000): 187–93. http://dx.doi.org/10.1007/s100640000068.
Gennaro, 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. 1 (1 febbraio 2004): 166–80. http://dx.doi.org/10.1139/t03-082.
Liu, 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. 24 (15 dicembre 2020): 5716. http://dx.doi.org/10.3390/ma13245716.
Ng, Robert M. C., e K. Y. Lo. "The measurements of soil parameters relevant to tunnelling in clays". Canadian Geotechnical Journal 22, n. 3 (1 agosto 1985): 375–91. http://dx.doi.org/10.1139/t85-049.
Wang, 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 (novembre 2012): 91–95. http://dx.doi.org/10.4028/www.scientific.net/amm.238.91.
Zhang, 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 gennaio 2022): 1–15. http://dx.doi.org/10.1155/2022/6220549.
Uthayakumar, M., e Y. P. Vaid. "Static liquefaction of sands under multiaxial loading". Canadian Geotechnical Journal 35, n. 2 (1 aprile 1998): 273–83. http://dx.doi.org/10.1139/t98-007.
Zhang, Yang, Yongjie Yang e Depeng Ma. "Mechanical Characteristics of Coal Samples under Triaxial Unloading Pressure with Different Test Paths". Shock and Vibration 2020 (10 agosto 2020): 1–10. http://dx.doi.org/10.1155/2020/8870821.
Chen, 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. 2 (25 settembre 1999): 321–29. http://dx.doi.org/10.1139/t98-097.
Liu, 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 giugno 2021): 1–22. http://dx.doi.org/10.1155/2021/3763181.
Zhao, 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 gennaio 2021): 1–12. http://dx.doi.org/10.1155/2021/6635768.
Shu, 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. 4 (20 febbraio 2021): 1874. http://dx.doi.org/10.3390/app11041874.
Cai, 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. 6 (giugno 2015): 795–807. http://dx.doi.org/10.1139/cgj-2014-0341.
Theocaris, P. S. "Positive and Negative Failure-Shears in Orthotropic Materials". Journal of Reinforced Plastics and Composites 11, n. 1 (gennaio 1992): 32–55. http://dx.doi.org/10.1177/073168449201100103.
Patutin, AV, e SV Serdyukov. "Laboratory stands for hydraulic fracturing simulation in a nonuniform stress field". IOP Conference Series: Earth and Environmental Science 991, n. 1 (1 febbraio 2022): 012035. http://dx.doi.org/10.1088/1755-1315/991/1/012035.
Castelli, Francesco, Antonio Cavallaro, Salvatore Grasso e Valentina Lentini. "Undrained Cyclic Laboratory Behavior of Sandy Soils". Geosciences 9, n. 12 (11 dicembre 2019): 512. http://dx.doi.org/10.3390/geosciences9120512.
BUTKOVICH, 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. 1 (gennaio 2007): 61–72. http://dx.doi.org/10.1017/s089006040707014x.
Gabet, 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. 3 (marzo 2008): 403–12. http://dx.doi.org/10.1016/j.cemconres.2007.09.029.
Ma, 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. 4 (aprile 2017): 2525–40. http://dx.doi.org/10.1002/2016jb013637.
Sun, 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. 6 (giugno 2017): 768–77. http://dx.doi.org/10.1139/cgj-2016-0439.
Skopek, Peter, N. R. Morgenstern, P. K. Robertson e D. C. Sego. "Collapse of dry sand". Canadian Geotechnical Journal 31, n. 6 (1 dicembre 1994): 1008–14. http://dx.doi.org/10.1139/t94-115.
Wang, 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. 12 (11 dicembre 2023): 2336. http://dx.doi.org/10.3390/jmse11122336.
Feng, 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.