Literatura científica selecionada sobre o tema "Triaxial loading path"
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Artigos de revistas sobre o assunto "Triaxial loading path"
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 fonteTeses / dissertações sobre o assunto "Triaxial loading path"
Ding, Yanzheng. "Une analyse d’images pour l'identification microstructurale en 3D d’un kaolin saturé sous chargement mécanique". Electronic Thesis or Diss., Université de Lorraine, 2023. http://www.theses.fr/2023LORR0051.
Texto completo da fonteAbstractMicrostructure investigation is essential for a better understanding of the mechanical behaviour and volumetric deformation mechanisms of remolded and saturated clays. The goal of this thesis is to identify in 3D the local mechanisms which can be activated at the microstructural level in relation to the mechanical loading of clayey meida. The mechanical behaviour of Kaolin k13 is firstly studied at on two loading paths - oedometric and isotropic. Then, an observation protocol was established for the acquisition of three-dimensional images using Scanning Electron Microscopy (SEM) coupled with Focused Ion Beam (FIB). The reconstruction of the images obtained by FIB-SEM allows us to study the 3D geometry of a sub-volume of the sample. The second part consists of developing a quantitative analysis approach in 3D to identify the microstructure properties on different loading paths. The pore morphology is studied using parameters such as flatness, elongation, and sphericity. The orientation of the pores and particles was first identified on 2D images representing cross-sections in the sample and extended to 3D throughout the entire volume for both loading paths. The results obtained in this thesis highlight the contribution of 3D images for a better understanding of the microstructure of saturated remolded clays
Capítulos de livros sobre o assunto "Triaxial loading path"
Zhou, W., J. Liu, Gang Ma, X. Ma, Xiaolin Chang e C. Zhang. "The Influence of Rolling Resistance on Granular Responses Under Triaxial Loading Paths". In Springer Proceedings in Physics, 209–16. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-1926-5_24.
Texto completo da fonteYang, Sheng-Qi. "Triaxial Strength and Deformation Failure Behavior of Coarse Marble Under Six Different Loading Paths". In Mechanical Behavior and Damage Fracture Mechanism of Deep Rocks, 149–75. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7739-7_6.
Texto completo da fonteDuan, Shuqian, Zhongsui Cao, Jiecheng Xiong, Bei Cao e Chenyang Li. "Investigation on Applicability of Common Failure Criteria of Interlayer Staggered Zone Under Unloading Conditions of High Geostress". In Advances in Transdisciplinary Engineering. IOS Press, 2023. http://dx.doi.org/10.3233/atde230745.
Texto completo da fonteMa, Xiaodong, Bezalel C. Haimson e John W. Rudnicki. "True triaxial failure stress and failure plane of two porous sandstones subjected to two distinct loading paths". In Porous Rock Fracture Mechanics, 285–307. Elsevier, 2017. http://dx.doi.org/10.1016/b978-0-08-100781-5.00013-0.
Texto completo da fonteTrabalhos de conferências sobre o assunto "Triaxial loading path"
Zhang, Q., Y. X. Shen, M. H. Wang, X. J. Wang e X. J. Li. "Study on the Generalized Zhang-Zhu Strength Criterion Considering Different Loading Paths of True Triaxial Tests". In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0608.
Texto completo da fonteAlbinmousa, Jafar, Syed Haris Iftikhar e Mustafa Al-Samkhan. "Modeling Multiaxial Fatigue Damage Using Polar Equations". In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-70998.
Texto completo da fonteZhuo, Renyan, Xinfang Ma, Yushi Zou e Shicheng Zhang. "Experimental Study on the Mechanical Properties of Matrix and Laminae Planes in Shale". In GOTECH. SPE, 2024. http://dx.doi.org/10.2118/219339-ms.
Texto completo da fonteWinhausen, L., K. Khaledi, M. Jalali e F. Amann. "Insights into the Anisotropic, Hydro-Mechanical Behavior of Opalinus Clay Through Experimental and Microstructural Investigations". In 56th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2022. http://dx.doi.org/10.56952/arma-2022-2075.
Texto completo da fonteKnippel, E. P., A. P. Villaquiran Vargas, Q. Xiong e J. C. Hampton. "Capturing Elastic Properties and Their Dependencies as a Precursor to Understanding Damage". In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0764.
Texto completo da fonteRelatórios de organizações sobre o assunto "Triaxial loading path"
Vankirk, George, Andreas Frank, Michael Roth, Brett Williams e William Heard. Residual strength of a high-strength concrete subjected to triaxial prestress. Engineer Research and Development Center (U.S.), janeiro de 2024. http://dx.doi.org/10.21079/11681/48055.
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