Gotowa bibliografia na temat „Triaxial loading path”
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Artykuły w czasopismach na temat "Triaxial loading path"
Vaid, Y. P., i S. Sasitharan. "The strength and dilatancy of sand". Canadian Geotechnical Journal 29, nr 3 (1.06.1992): 522–26. http://dx.doi.org/10.1139/t92-058.
Pełny tekst źródłaAtkinson, J. H., i D. B. Clinton. "Stress Path Tests on 100 mm Diameter Samples". Geological Society, London, Engineering Geology Special Publications 2, nr 1 (1986): 133–37. http://dx.doi.org/10.1144/gsl.1986.002.01.28.
Pełny tekst źródłaWang, Zhaofeng, Guangliang Feng, Xufeng Liu i Yangyi Zhou. "An Experimental Investigation on the Foliation Strike-Angle Effect of Layered Hard Rock under Engineering Triaxial Stress Path". Materials 16, nr 17 (31.08.2023): 5987. http://dx.doi.org/10.3390/ma16175987.
Pełny tekst źródłaGautam, Rajeeb, i Ron CK Wong. "Transversely isotropic stiffness parameters and their measurement in Colorado shale". Canadian Geotechnical Journal 43, nr 12 (1.12.2006): 1290–305. http://dx.doi.org/10.1139/t06-083.
Pełny tekst źródłaXiao, Bin, Peijiao Zhou i Shuchong Wu. "Creep Characteristics of Reconstituted Silty Clay under Different Pre-Loading Path Histories". Buildings 14, nr 5 (16.05.2024): 1445. http://dx.doi.org/10.3390/buildings14051445.
Pełny tekst źródłaChen, Rui, i B. Stimpson. "Triaxial stress relaxation tests on Saskatchewan potash". Canadian Geotechnical Journal 32, nr 1 (1.02.1995): 11–21. http://dx.doi.org/10.1139/t95-002.
Pełny tekst źródłaZhang, Shu Chao, Shao Hui He, Pei Wang i Lin Li. "Axial Unloading Test of Soil Based on the GDS Triaxial Apparatus". Applied Mechanics and Materials 638-640 (wrzesień 2014): 407–11. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.407.
Pełny tekst źródłaKim, In Tai, i 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, nr 1 (styczeń 2005): 41–49. http://dx.doi.org/10.1177/0361198105191300105.
Pełny tekst źródłaNewson, T. A., M. C. R. Davies i A. R. A. Bondok. "Selecting the rate of loading for drained stress path triaxial tests". Géotechnique 47, nr 5 (październik 1997): 1063–67. http://dx.doi.org/10.1680/geot.1997.47.5.1063.
Pełny tekst źródłaWang, Xiaoliang, Zhen Zhang i Jiachun Li. "Triaxial behavior of granular material under complex loading path by a new numerical true triaxial engine". Advanced Powder Technology 30, nr 4 (kwiecień 2019): 700–706. http://dx.doi.org/10.1016/j.apt.2018.12.020.
Pełny tekst źródłaRozprawy doktorskie na temat "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.
Pełny tekst źródłaAbstractMicrostructure 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
Części książek na temat "Triaxial loading path"
Zhou, W., J. Liu, Gang Ma, X. Ma, Xiaolin Chang i C. Zhang. "The Influence of Rolling Resistance on Granular Responses Under Triaxial Loading Paths". W Springer Proceedings in Physics, 209–16. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-1926-5_24.
Pełny tekst źródłaYang, Sheng-Qi. "Triaxial Strength and Deformation Failure Behavior of Coarse Marble Under Six Different Loading Paths". W 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.
Pełny tekst źródłaDuan, Shuqian, Zhongsui Cao, Jiecheng Xiong, Bei Cao i Chenyang Li. "Investigation on Applicability of Common Failure Criteria of Interlayer Staggered Zone Under Unloading Conditions of High Geostress". W Advances in Transdisciplinary Engineering. IOS Press, 2023. http://dx.doi.org/10.3233/atde230745.
Pełny tekst źródłaMa, Xiaodong, Bezalel C. Haimson i John W. Rudnicki. "True triaxial failure stress and failure plane of two porous sandstones subjected to two distinct loading paths". W Porous Rock Fracture Mechanics, 285–307. Elsevier, 2017. http://dx.doi.org/10.1016/b978-0-08-100781-5.00013-0.
Pełny tekst źródłaStreszczenia konferencji na temat "Triaxial loading path"
Zhang, Q., Y. X. Shen, M. H. Wang, X. J. Wang i X. J. Li. "Study on the Generalized Zhang-Zhu Strength Criterion Considering Different Loading Paths of True Triaxial Tests". W 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0608.
Pełny tekst źródłaAlbinmousa, Jafar, Syed Haris Iftikhar i Mustafa Al-Samkhan. "Modeling Multiaxial Fatigue Damage Using Polar Equations". W ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-70998.
Pełny tekst źródłaZhuo, Renyan, Xinfang Ma, Yushi Zou i Shicheng Zhang. "Experimental Study on the Mechanical Properties of Matrix and Laminae Planes in Shale". W GOTECH. SPE, 2024. http://dx.doi.org/10.2118/219339-ms.
Pełny tekst źródłaWinhausen, L., K. Khaledi, M. Jalali i F. Amann. "Insights into the Anisotropic, Hydro-Mechanical Behavior of Opalinus Clay Through Experimental and Microstructural Investigations". W 56th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2022. http://dx.doi.org/10.56952/arma-2022-2075.
Pełny tekst źródłaKnippel, E. P., A. P. Villaquiran Vargas, Q. Xiong i J. C. Hampton. "Capturing Elastic Properties and Their Dependencies as a Precursor to Understanding Damage". W 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0764.
Pełny tekst źródłaRaporty organizacyjne na temat "Triaxial loading path"
Vankirk, George, Andreas Frank, Michael Roth, Brett Williams i William Heard. Residual strength of a high-strength concrete subjected to triaxial prestress. Engineer Research and Development Center (U.S.), styczeń 2024. http://dx.doi.org/10.21079/11681/48055.
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