Literatura científica selecionada sobre o tema "Oedometer loading path"
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Artigos de revistas sobre o assunto "Oedometer loading path"
Zhu, Fanyu, e Jack I. Clark. "The effect of dynamic loading on lateral stress in sand". Canadian Geotechnical Journal 31, n.º 2 (1 de abril de 1994): 308–11. http://dx.doi.org/10.1139/t94-036.
Texto completo da fonteQiu, Xiu Mei, e Han Bing Bian. "Experimental Study of Remolded Unsaturated Soil Subjected to Wetting Load under Constant Compression". Applied Mechanics and Materials 291-294 (fevereiro de 2013): 2657–61. http://dx.doi.org/10.4028/www.scientific.net/amm.291-294.2657.
Texto completo da fonteKayser, Timon, Wiebke Baille, Merita Tafili e Torsten Wichtmann. "Coupled hydro-mechanical behaviour of a Kaolin Clay in the context of the geothermal use of geotechnical structures". E3S Web of Conferences 382 (2023): 23002. http://dx.doi.org/10.1051/e3sconf/202338223002.
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 fonteCai, Weiling, Cheng Zhu e Wade Lein. "Measurement and Modeling of Thermo-Hydro-Mechanical Behaviors of Frozen Clays: Frost Susceptibility and Compressibility". Transportation Research Record: Journal of the Transportation Research Board, 14 de março de 2024. http://dx.doi.org/10.1177/03611981241234920.
Texto completo da fonteTeses / dissertações sobre o assunto "Oedometer 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 "Oedometer loading path"
Minh, N. H., e Y. P. Cheng. "Strong Force Network of Granular Mixtures Under One-dimensional Compression". In Discrete Element Modelling of Particulate Media, 227–35. The Royal Society of Chemistry, 2012. http://dx.doi.org/10.1039/bk9781849733601-00227.
Texto completo da fonte