Letteratura scientifica selezionata sul tema "Oedometer loading path"
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Articoli di riviste sul tema "Oedometer loading path":
Zhu, Fanyu, e Jack I. Clark. "The effect of dynamic loading on lateral stress in sand". Canadian Geotechnical Journal 31, n. 2 (1 aprile 1994): 308–11. http://dx.doi.org/10.1139/t94-036.
Qiu, 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 (febbraio 2013): 2657–61. http://dx.doi.org/10.4028/www.scientific.net/amm.291-294.2657.
Kayser, 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.
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.
Cai, 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 marzo 2024. http://dx.doi.org/10.1177/03611981241234920.
Tesi sul tema "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.
AbstractMicrostructure 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
Capitoli di libri sul tema "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.