Auswahl der wissenschaftlichen Literatur zum Thema „Triaxial loading path“
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Zeitschriftenartikel zum Thema "Triaxial loading path"
Vaid, Y. P., und S. Sasitharan. „The strength and dilatancy of sand“. Canadian Geotechnical Journal 29, Nr. 3 (01.06.1992): 522–26. http://dx.doi.org/10.1139/t92-058.
Der volle Inhalt der QuelleAtkinson, J. H., und 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.
Der volle Inhalt der QuelleWang, Zhaofeng, Guangliang Feng, Xufeng Liu und 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.
Der volle Inhalt der QuelleGautam, Rajeeb, und Ron CK Wong. „Transversely isotropic stiffness parameters and their measurement in Colorado shale“. Canadian Geotechnical Journal 43, Nr. 12 (01.12.2006): 1290–305. http://dx.doi.org/10.1139/t06-083.
Der volle Inhalt der QuelleXiao, Bin, Peijiao Zhou und 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.
Der volle Inhalt der QuelleChen, Rui, und B. Stimpson. „Triaxial stress relaxation tests on Saskatchewan potash“. Canadian Geotechnical Journal 32, Nr. 1 (01.02.1995): 11–21. http://dx.doi.org/10.1139/t95-002.
Der volle Inhalt der QuelleZhang, Shu Chao, Shao Hui He, Pei Wang und Lin Li. „Axial Unloading Test of Soil Based on the GDS Triaxial Apparatus“. Applied Mechanics and Materials 638-640 (September 2014): 407–11. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.407.
Der volle Inhalt der QuelleKim, In Tai, und 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 (Januar 2005): 41–49. http://dx.doi.org/10.1177/0361198105191300105.
Der volle Inhalt der QuelleNewson, T. A., M. C. R. Davies und A. R. A. Bondok. „Selecting the rate of loading for drained stress path triaxial tests“. Géotechnique 47, Nr. 5 (Oktober 1997): 1063–67. http://dx.doi.org/10.1680/geot.1997.47.5.1063.
Der volle Inhalt der QuelleWang, Xiaoliang, Zhen Zhang und Jiachun Li. „Triaxial behavior of granular material under complex loading path by a new numerical true triaxial engine“. Advanced Powder Technology 30, Nr. 4 (April 2019): 700–706. http://dx.doi.org/10.1016/j.apt.2018.12.020.
Der volle Inhalt der QuelleDissertationen zum Thema "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.
Der volle Inhalt der QuelleAbstractMicrostructure 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
Buchteile zum Thema "Triaxial loading path"
Zhou, W., J. Liu, Gang Ma, X. Ma, Xiaolin Chang und 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.
Der volle Inhalt der QuelleYang, 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.
Der volle Inhalt der QuelleDuan, Shuqian, Zhongsui Cao, Jiecheng Xiong, Bei Cao und 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.
Der volle Inhalt der QuelleMa, Xiaodong, Bezalel C. Haimson und 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.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Triaxial loading path"
Zhang, Q., Y. X. Shen, M. H. Wang, X. J. Wang und 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.
Der volle Inhalt der QuelleAlbinmousa, Jafar, Syed Haris Iftikhar und 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.
Der volle Inhalt der QuelleZhuo, Renyan, Xinfang Ma, Yushi Zou und 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.
Der volle Inhalt der QuelleWinhausen, L., K. Khaledi, M. Jalali und 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.
Der volle Inhalt der QuelleKnippel, E. P., A. P. Villaquiran Vargas, Q. Xiong und 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.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Triaxial loading path"
Vankirk, George, Andreas Frank, Michael Roth, Brett Williams und William Heard. Residual strength of a high-strength concrete subjected to triaxial prestress. Engineer Research and Development Center (U.S.), Januar 2024. http://dx.doi.org/10.21079/11681/48055.
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