Добірка наукової літератури з теми "Clay soils Cracking"
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Статті в журналах з теми "Clay soils Cracking"
DASOG, G. S., D. F. ACTON, A. R. MERMUT, and E. DE JONG. "SHRINK-SWELL POTENTIAL AND CRACKING IN CLAY SOILS OF SASKATCHEWAN." Canadian Journal of Soil Science 68, no. 2 (May 1, 1988): 251–60. http://dx.doi.org/10.4141/cjss88-025.
Повний текст джерелаMorris, Peter H., J. Graham, and David J. Williams. "Cracking in drying soils." Canadian Geotechnical Journal 29, no. 2 (April 1, 1992): 263–77. http://dx.doi.org/10.1139/t92-030.
Повний текст джерелаIzzo, Michael Z., and Marta Miletić. "Desiccation Cracking Behavior of Sustainable and Environmentally Friendly Reinforced Cohesive Soils." Polymers 14, no. 7 (March 24, 2022): 1318. http://dx.doi.org/10.3390/polym14071318.
Повний текст джерелаLiu, Y. Y., M. F. McCabe, J. P. Evans, A. I. J. M. van Dijk, R. A. M. de Jeu, and H. Su. "Influence of cracking clays on satellite observed and model simulated soil moisture." Hydrology and Earth System Sciences Discussions 7, no. 1 (February 4, 2010): 907–27. http://dx.doi.org/10.5194/hessd-7-907-2010.
Повний текст джерелаMERMUT, A. R., and D. F. ACTON. "SURFICIAL REARRANGEMENT AND CRACKING IN SWELLING CLAY SOILS OF THE GLACIAL LAKE REGINA BASIN IN SASKATCHEWAN." Canadian Journal of Soil Science 65, no. 2 (May 1, 1985): 317–27. http://dx.doi.org/10.4141/cjss85-035.
Повний текст джерелаGerard, Pierre, Ian Murray, and Alessandro Tarantino. "Cracking behaviour of fine-grained soils: from laboratory testing to numerical modelling." E3S Web of Conferences 92 (2019): 16004. http://dx.doi.org/10.1051/e3sconf/20199216004.
Повний текст джерелаRayhani, M. HT, E. K. Yanful, and A. Fakher. "Desiccation-induced cracking and its effect on the hydraulic conductivity of clayey soils from Iran." Canadian Geotechnical Journal 44, no. 3 (March 1, 2007): 276–83. http://dx.doi.org/10.1139/t06-125.
Повний текст джерелаOliveira, Elisangela do Prado, Karoline Soecki, Vitor Pereira Faro, and Alessander Christopher Morales Kormann. "Soil cracking propagation due to dryness and its relation to suction." MATEC Web of Conferences 337 (2021): 01021. http://dx.doi.org/10.1051/matecconf/202133701021.
Повний текст джерелаAraujo, Arthur Gomes Dantas de, Nayara Torres Belfort, Felipe Araujo Silva Barbosa, Thalita Cristiana Rodrigues Silva, Silvio Romero de Melo Ferreira, Leonardo José do Nascimento Guimarães, and Izabela Medeiros de Lima Bezerra. "Expansive Clay Cracking Behavior through Digital Image Correlation." E3S Web of Conferences 195 (2020): 03006. http://dx.doi.org/10.1051/e3sconf/202019503006.
Повний текст джерелаK. Essa, S., and Raid Shaalan Jarallah. "Role of Gypsum and Corn Cobs in Linkage of Peds in Cracking Soils." Al-Qadisiyah Journal For Agriculture Sciences (QJAS) (P-ISSN: 2077-5822 , E-ISSN: 2617-1479) 7, no. 1 (March 13, 2018): 120–27. http://dx.doi.org/10.33794/qjas.vol7.iss1.15.
Повний текст джерелаДисертації з теми "Clay soils Cracking"
Elkhidir, A. M. "Furrow irrigation in cracking clay soils : with special reference to the Sudan." Thesis, University of Southampton, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.356537.
Повний текст джерелаKhosravi, Mohammad. "Seismic Response of Structures on Shallow Foundations over Soft Clay Reinforced by Soil-Cement Grids." Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/72978.
Повний текст джерелаPh. D.
Song, Weikang. "Experimental investigation of water evaporation from sand and clay using an environmental chamber." Thesis, Paris Est, 2014. http://www.theses.fr/2014PEST1047/document.
Повний текст джерелаAs a well-known phenomenon, soil water evaporation plays an important role in the interaction between soil and atmosphere. Water evaporates during this process resulting in changes of soil thermo-hydro-mechanical behavior and in turn causing problems in different domains such as agronomy, hydrology, soil science, geotechnical engineering, etc. Therefore, it is essential to investigate the soil water evaporation mechanisms in depth.This study deals with the soil water evaporation mechanisms under controlled atmospheric conditions. The Fontainebleau sand and the Hércourt clay used for the construction of the experimental embankment with the ANR project TerDOUEST (Terrassements Durables - Ouvrages en Sols Traités, 2008 - 2012) were used in this investigation. A large-scale environmental chamber system (900 mm high, 800 mm large and 1000 mm long) equipped with various sensors was firstly developed, allowing a full monitoring of both atmospheric and soil parameters during the evaporation process. Four experimental tests were carried out on the Fontainebleau sand compacted at 1.70 Mg/m3 dry density with a steady water table at soil bottom under different atmospheric conditions (different values of air relative humidity, temperature and air flow rate). The performance of the environmental chamber system in investigating soil water evaporation was evidenced by the quality and the relevance of results. The air temperature inside the chamber was found to be affected by the heating tube temperature, the air flow rate and the soil water evaporation process; the soil temperature was strongly affected by the air conditions and the evaporation progress; the relative humidity in the chamber was decreasing during the evaporation progress and its evolution could be considered as an indicator of the evaporation progress; the volumetric water content in the near-surface zone was strongly affected by the evaporation process and exhibited a linear relationship with depth; the soil suction was decreasing over depth and increasing over time; the evaporation rate was strongly affected by the air conditions especially at the initial constant evaporation rate stage. After the tests on the Fontainebleau sand, the Hércourt clay sample compacted at 1.40 Mg/m3 dry density was subjected to an infiltration experiment for investigating its hydraulic properties. To get a better insight into the water evaporation mechanism for clay, two compacted Hércourt clay evaporation tests with a steady water table at bottom were carried out under controlled atmospheric conditions. The results allow understanding the evaporation mechanisms in case of desiccation cracks. Furthermore, in order to investigate the potential evaporation mechanisms, tests with a free water layer was also conducted with varying wind speed and air temperature. The initiation and propagation of desiccation cracking during the evaporation process and its effect on water evaporation were also investigated by the digital image processing technique. In terms of modeling, the potential evaporation rate was first modeled through evaluation of the existing models and the combined models. It reveals that the model developed by Ta (2009) is the most appropriate one. The actual evaporation rate for sand was then analyzed. It appears important to consider the progress of the dry front during the evaporation process for sandy soils. For the Héricourt clay, good simulation was also obtained using a model that accounts for the effect of desiccations cracks
Ighil, Ameur Lamine. "Étude expérimentale du phénomène de l’endommagement et de la fissuration d’une matrice poreuse." Thesis, Université de Lorraine, 2016. http://www.theses.fr/2016LORR0228/document.
Повний текст джерелаThe objective of this experimental research is to contribute to understanding phenomena of damage and cracking in saturated clay soils under hydric loading (desiccation) and mechanical loading (stress paths). Mechanical study focuses on identifying the elastic properties of the damaged material under triaxial loading at different levels and stress paths. The main issues were the influence of; the consolidation stress (p'ic), the overconsolidation ratio (OCR) and the stress path on the compression wave velocity. The results show that the elastic properties are affected and evolve with strain. Contractancy appears to increase the compression wave velocity as p'ic increase and densifies the material. However, dilatancy seems rather decrease the compression wave velocity. Moreover, various triaxial paths performed at a given stress level showed that the wave velocities are very close if the paths are normally consolidated. Velocities are also close if the paths are overconsolidated. However, at the same stress state, the wave velocity is different when comparing a normally consolidated path with an overconsolidated path. The second part of the study focuses on a thorough analysis of the cracks' initiation and propagation mechanisms under free and controlled desiccation on initial saturated clay. Analysis via the digital image correlation (DIC) allowed, first, a multi-scales characterization of the shrinkage phenomenon operated during drying. Different phenomena were identified; the relaxation phenomenon characterized by a change of the local strain's sign extension / compression, the cracking mechanism by extension (mode I) identified by the map of the directions of the principal strains. The study was completed with indirect tensile tests by bending performed on kaolin k13 beams initially submitted to different suctions. The effect of the initial suction on the tensile strength has been observed. The results show that more the initial suction is high, the greater the slope of the curve of changes in the tensile strength is high. On the other hand, strain of the tension zone of the beam reaches its critical value when the stress reaches the maximum tensile strength of the clay
Книги з теми "Clay soils Cracking"
Mosugu, Mary Ebenmosi. Soil water fluxes in cracking clay soils: A monitoring and modelling study. Birmingham: University of Birmingham, 2000.
Знайти повний текст джерелаE, Vallejo Luis, Liang Robert Y, American Society of Civil Engineers. Geotechnical Engineering Division., and ASCE National Convention (1994 : Atlanta, Ga.), eds. Fracture mechanics applied to geotechnical engineering: Proceedings of sessions sponsored by the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE National Convention in Atlanta, Georgia, October 9-13, 1994. New York, N.Y: American Society of Civil Engineers, 1994.
Знайти повний текст джерелаЧастини книг з теми "Clay soils Cracking"
Pal, D. K. "Cracking Clay Soils (Vertisols): Pedology, Mineralogy and Taxonomy." In A Treatise of Indian and Tropical Soils, 9–42. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-49439-5_2.
Повний текст джерелаKeefer, Robert F. "Engineering Aspects of Soils." In Handbook of Soils for Landscape Architects. Oxford University Press, 1999. http://dx.doi.org/10.1093/oso/9780195121025.003.0020.
Повний текст джерелаMurray, I., A. Tarantino, P. Gérard, and F. Francescon. "Desiccation cracking in clay forms subjected to non-uniform hydraulic and mechanical boundary conditions." In Unsaturated Soils: Research & Applications, 829–34. CRC Press, 2014. http://dx.doi.org/10.1201/b17034-118.
Повний текст джерела"Formation and Management of Cracking Clay Soils (Vertisols) to Enhance Crop Productivity: Indian Experience." In World Soil Resources and Food Security, 331–58. CRC Press, 2016. http://dx.doi.org/10.1201/b11238-11.
Повний текст джерелаPeron, H., J. Eichenberger, and L. Laloui. "Drying shrinkage and cracking initiation in clays." In Unsaturated Soils, 1055–60. CRC Press, 2010. http://dx.doi.org/10.1201/b10526-163.
Повний текст джерелаHassan, A., and D. Toll. "Investigation of the directional dependence of soil resistivity in cracking clays." In Unsaturated Soils: Research & Applications, 137–42. CRC Press, 2014. http://dx.doi.org/10.1201/b17034-18.
Повний текст джерелаТези доповідей конференцій з теми "Clay soils Cracking"
Kodikara, J. K., and X. Choi. "A Simplified Analytical Model for Desiccation Cracking of Clay Layers in Laboratory Tests." In Fourth International Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)218.
Повний текст джерелаChaduvula, Uma, Indupriya Manogaran, B. V. S. Viswanadham, and Jayantha Kodikara. "Some Studies on Desiccation Cracking of Fiber-Reinforced Expansive Clay Subjected to Drying and Wetting Cycles." In Second Pan-American Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.036.
Повний текст джерелаWilliams, Peter J., Thomas L. White, and J. Kenneth Torrance. "The Significance of Soil Freezing for Stress Corrosion Cracking." In 1998 2nd International Pipeline Conference. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/ipc1998-2054.
Повний текст джерелаGreve, Anna, Martin Andersen, and Ian Acworth. "Square Array Resistivity Measurements to Monitor Crack Dynamics and Preferential Flow in Cracking Clay Soils." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2012. Environment and Engineering Geophysical Society, 2012. http://dx.doi.org/10.4133/1.4721768.
Повний текст джерелаGreve, Anna. "Monitoring Water Migration Processes in Cracking Clay Soil with Depth Profiles of Square Array Resistivity Measurements." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2012. Environment and Engineering Geophysical Society, 2012. http://dx.doi.org/10.4133/1.4721677.
Повний текст джерелаGreve, A. K. "Monitoring Water Migration Processes in Cracking Clay Soil with Depth Profiles of Square Array Resistivity Measurements." In Near Surface 2011 - 17th EAGE European Meeting of Environmental and Engineering Geophysics. Netherlands: EAGE Publications BV, 2011. http://dx.doi.org/10.3997/2214-4609.20144409.
Повний текст джерелаKim, Bong Am, Wenyue Zheng, G. Williams, M. Laronde, J. A. Gianetto, G. Shen, W. R. Tyson, Noritake Oguchi, and Yuji Hosokawa. "Experimental Study on SCC Susceptibility of X60 Steel Using Full Pipe Sections in Near-Neutral pH Environment." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0280.
Повний текст джерела