Gotowa bibliografia na temat „Self desiccation”
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Artykuły w czasopismach na temat "Self desiccation"
Jensen, O. Mejlhede. "Thermodynamic limitation of self-desiccation". Cement and Concrete Research 25, nr 1 (styczeń 1995): 157–64. http://dx.doi.org/10.1016/0008-8846(94)00123-g.
Pełny tekst źródłaYu, Wei Wei, Qing Xiong, Yun Yu i Hang Lin. "Research on Self-Desiccation at early Age of High Performance Concrete with Polypropylene Fiber". Advanced Materials Research 374-377 (październik 2011): 1827–30. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.1827.
Pełny tekst źródłaYang, Quan-bing, i Shu-qing Zhang. "Self-desiccation mechanism of high-performance concrete". Journal of Zhejiang University-SCIENCE A 5, nr 12 (grudzień 2004): 1517–23. http://dx.doi.org/10.1631/jzus.2004.1517.
Pełny tekst źródłaZheng-wu, Jiang, Sun Zhen-ping i Wang Pei-ming. "Self-desiccation effect of high performance concrete". Journal of Wuhan University of Technology-Mater. Sci. Ed. 19, nr 4 (grudzień 2004): 82–86. http://dx.doi.org/10.1007/bf02841377.
Pełny tekst źródłaWilson, Cameron, i W. Jason Weiss. "Improving the Durability of High Early Strength (HES) Concrete Patching Materials for Concrete Pavements". Transportation Research Record: Journal of the Transportation Research Board 2674, nr 8 (1.07.2020): 12–23. http://dx.doi.org/10.1177/0361198120917374.
Pełny tekst źródłaPersson, Bertil. "Self-desiccation and its importance in concrete technology". Materials and Structures 30, nr 5 (czerwiec 1997): 293–305. http://dx.doi.org/10.1007/bf02486354.
Pełny tekst źródłaZhang, Yong, Xiaowei Ouyang i Zhengxian Yang. "Microstructure-Based Relative Humidity in Cementitious System Due to Self-Desiccation". Materials 12, nr 8 (13.04.2019): 1214. http://dx.doi.org/10.3390/ma12081214.
Pełny tekst źródłaCui, Liang, i Mamadou Fall. "Modeling of self-desiccation in a cemented backfill structure". International Journal for Numerical and Analytical Methods in Geomechanics 42, nr 3 (3.11.2017): 558–83. http://dx.doi.org/10.1002/nag.2756.
Pełny tekst źródłaPersson, Bertil. "A NORDTEST method for verification of self-desiccation in concrete". Cement and Concrete Research 31, nr 2 (luty 2001): 199–203. http://dx.doi.org/10.1016/s0008-8846(00)00364-1.
Pełny tekst źródłaKim, Jin-Keun, i Chil-Sung Lee. "Moisture diffusion of concrete considering self-desiccation at early ages". Cement and Concrete Research 29, nr 12 (grudzień 1999): 1921–27. http://dx.doi.org/10.1016/s0008-8846(99)00192-1.
Pełny tekst źródłaRozprawy doktorskie na temat "Self desiccation"
Vinagre, Mafalda Sofia Raimundo Coelho Guerreiro. "Influência de polímeros superabsorventes na retracção de argamassas". Master's thesis, Universidade de Évora, 2010. http://hdl.handle.net/10174/19131.
Pełny tekst źródłaRadimy, Raymond Tojo. "Cinétique d'évolution structurale des sols argileux : relation stress hydrique-stress salin ; Application à la biodiversité et rendement de culture". Thesis, Poitiers, 2015. http://www.theses.fr/2015POIT2310/document.
Pełny tekst źródłaThe coastal marshlands are territories generally reclaimed on primary fluvio-marine sediments. They result from hydraulic managements and/or polderization which may date from the Middle Ages. Historically these hydraulic managements were built for goals of wholesomeness, breeding and farming. They isolate two territories: the dried marshes and the wet marshes. For the intensive cereal crops the slow drying caused by land reclamation was recently improved by the drainage, in part for increase the depth of desalinization and decrease waterlogging. Nevertheless, these territories remain characterized by shallow ground water of initial salt water. Consequently, the hydric profiles are governed by the meteoric conditions including the Evapotranspiration, the rainfall, but also the capillarity rises from the salt groundwater. Moreover, the clay dominated nature of the soils and their drastic shrinkage properties govern the hydrodynamic functioning and the soil structure behavior.The first part of the work was the monitoring of the water content and salinity profiles in drained cereal crops and in undrained grasslands. These measurements have been completed by the ground water level and tensiometric monitoring. The final goal was the calculation and modeling of the available water capacity (AWC) and plant available water (PAW) profiles. In these systems mainly supplied by the capillarity rises, the root network gets water in the subsurface vadose zone and then in the deeper saturated groundwater zone. The water content characteristic of the interface between the vadose and saturated zone was determined by comparison between the clay material state paths along its shrinkage curve and along its compaction curve. The PAW profiles were calculated from the water content profiles and then compared to the AWC profiles. The PAW profiles have been equated as polynomial second degree equations. In these shallow groundwater environments the PAW profiles have been modeled taking into account an easy measurable surface parameter which includes the soil structure behavior and the meteoric conditions: i.e. the water content measured at 10 cm depth. The PAW modelling remains sufficiently realistic to be used as a tool for farming management. Two preliminary studies were added to this work: - the measurement of effective thermal conductivity of the clayey soils by the transient hot wire method, and the modeling of the effective thermal conductivity of biphasic air-clay and water-clay media, but also triphasic unsaturated air-water-clay media. The prospect is the modeling of thermal and hydric transfer from the surface to the depth. - and the elaboration of a protocol of impregnation - hardening for wet clay dominated soils by HEMA resins. This impregnation allows the making of thin sections in these clay materials with conservation of their initial wet structures. The prospective is the quantitative petrography at the root - clay matrix interface along vertical profiles in clayey soils at different degrees of saturation and different structures
Części książek na temat "Self desiccation"
Cripps, John C., i Krishna K. Parmar. "Investigations into the Self-Healing of Desiccation Cracks in Compacted Clays". W Engineering Geology for Society and Territory - Volume 5, 1327–31. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09048-1_253.
Pełny tekst źródła"Appendix B: Fractals: Self-Similar and Self-Affine Systems". W Desiccation Cracks and their Patterns, 327–33. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2015. http://dx.doi.org/10.1002/9783527671922.app2.
Pełny tekst źródłaPathirage, M., D. P. Bentz, G. Di Luzio, E. Masoero i G. Cusatis. "A multiscale framework for the prediction of concrete self-desiccation". W Computational Modelling of Concrete Structures, 203–7. CRC Press, 2018. http://dx.doi.org/10.1201/9781315182964-25.
Pełny tekst źródłaMasoero, E., I. Shvab, G. Di Luzio i G. Cusatis. "Nanoscale simulations of cement hydrates precipitation mechanisms: Impact on macroscopic self-desiccation and water sorption isotherms". W Computational Modelling of Concrete Structures, 93–101. CRC Press, 2018. http://dx.doi.org/10.1201/9781315182964-10.
Pełny tekst źródłaStreszczenia konferencji na temat "Self desiccation"
Liu, Jia-ping. "Study on the self-desiccation effect in early-age concrete and the determination of time-zero of self-desiccation shrinkage". W International RILEM Conference on Volume Changes of Hardening Concrete: Testing and Mitigation. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580052.043.
Pełny tekst źródłaGrabinsky, Murray, i Paul Simms. "Self-Desiccation of Cemented Paste Backfill and Implications for Mine Design". W Ninth International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2006. http://dx.doi.org/10.36487/acg_repo/663_28.
Pełny tekst źródłaTabassum, T., i T. V. Bheemasetti. "Self-Healing and Desiccation Crack Behavior of Kaolinite-Rich Clay Soil". W Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482780.057.
Pełny tekst źródłaChapwanya, Michael, John M. Stockie, Theodore E. Simos, George Psihoyios i Ch Tsitouras. "A Model for the Reactive Transport and Self-Desiccation in Concrete". W NUMERICAL ANALYSIS AND APPLIED MATHEMATICS: International Conference on Numerical Analysis and Applied Mathematics 2009: Volume 1 and Volume 2. AIP, 2009. http://dx.doi.org/10.1063/1.3241368.
Pełny tekst źródłaYang, Y. "Distribution of water content in self-compacted high strength concrete due to water evaporation and self-desiccation". W SCC'2005-China - 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143624.017.
Pełny tekst źródłaLi, Xi, Kara L. Maki i Michael J. Schertzer. "A Low Cost Fabrication Method for Electrowetting Assisted Desiccation of Colloidal Droplets". W ASME 2017 Fluids Engineering Division Summer Meeting. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/fedsm2017-69465.
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