Academic literature on the topic 'Clay soils Drying'
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Journal articles on the topic "Clay soils Drying"
Carter, Michael, and Stephen P. Bentley. "Practical guidelines for microwave drying of soils." Canadian Geotechnical Journal 23, no. 4 (November 1, 1986): 598–601. http://dx.doi.org/10.1139/t86-088.
Full textVishweshwaran, Muralidaran, and Evangelin Ramani Sujatha. "Geotechnical Investigation of Gelatin Biopolymer on Cohesive Soils." Sustainability 15, no. 3 (January 20, 2023): 2041. http://dx.doi.org/10.3390/su15032041.
Full textMorris, 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.
Full textRayhani, 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.
Full textWang, Dong Lin. "Experimental Study on Relationship between Saturation Degree and Void Ratio of Remolded Soils on Drying Path." Advanced Materials Research 194-196 (February 2011): 1045–48. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.1045.
Full textNiskanen, Raina, and Väinö Mäntylahti. "Determination of soil specific surface area by water vapor adsorption: I Drying of soil samples." Agricultural and Food Science 59, no. 2 (April 1, 1987): 63–65. http://dx.doi.org/10.23986/afsci.72248.
Full textKaczmarek, Łukasz, Małgorzata Jastrzębska, and Tomasz Wejrzanowski. "The Impact of Microwave Drying on the Structure of Exemplary Soils—Insights Using X-ray Microtomography." Materials 15, no. 17 (August 26, 2022): 5891. http://dx.doi.org/10.3390/ma15175891.
Full textBronswijk, J. J. B., and J. J. Evers-Vermeer. "Shrinkage of Dutch clay soil aggregates." Netherlands Journal of Agricultural Science 38, no. 2 (June 1, 1990): 175–94. http://dx.doi.org/10.18174/njas.v38i2.16603.
Full textPoncelet, Nicolas, and Bertrand François. "Desiccation crack in lime-treated silty clay: Experimental evaluation and constitutive interpretation." E3S Web of Conferences 92 (2019): 11002. http://dx.doi.org/10.1051/e3sconf/20199211002.
Full textOhtsubo, Masami, Kazuhiko Egashira, and Masateru Takayama. "Properties of a low-swelling smectitic marine clay of interest in soil engineering." Canadian Geotechnical Journal 22, no. 2 (May 1, 1985): 241–45. http://dx.doi.org/10.1139/t85-033.
Full textDissertations / Theses on the topic "Clay soils Drying"
Marinho, Fernando Antonio Medeiros. "Shrinkage behaviour of some plastic soils." Thesis, Imperial College London, 1994. http://hdl.handle.net/10044/1/11381.
Full textCheng, Wenqing. "Numerical simulation of shrinkage and cracks in clayey soils on drying paths." Electronic Thesis or Diss., Université de Lorraine, 2020. http://www.theses.fr/2020LORR0210.
Full textClay soil is widely distributed on the Earth’s surface, and because it is cheap and readily available, clay soil has been widely used as a building material for a very long history. Furthermore, clay can be used as not only a natural barrier in the dam cores, but also a matrix for the storage of radioactive wastes because of its retention properties. The mechanical behavior of clay materials is complex, one of the difficulties is that it is sensitive to water. During the desiccation process, clay soils undergo shrinkage, which can cause cracking. The aim of this thesis is, initially, to develop a numerical approach capable of reproducing the phenomenon of shrinkage, the distribution of water content as well as that of suction. In a second step, based on Coussy's theory for unsaturated porous media, and the mechanics of unsaturated soils, a constitutive law will be proposed to describe the behavior observed during desiccation. Finally, to reproduce the cracks distribution, based on the extended finite element method (X-FEM). The realization of numerical simulation is based on the analysis of the desiccation experiments of clay soils in laboratory. The application of the digital image correlation (DIC) technology in the desiccation experiments makes the study on the desiccation process in clay soils more accurate. The experimental results show that the clay soils will generate the theoretical shrinkage deformation caused by its own water loss in the drying path. This deformation in simulation can be related to the water content of clays through the Fredlund function. The desiccation shrinkage of clay soils has an anisotropic phenomenon. The coefficient of shrinkage ratio is used to describe this phenomenon in simulation. One of the ways to construct the constitutive of the initially saturated soft clays during drying could be in using two independent stress tensors which will enable the decomposition of total strain tensor into strain tensor due to drying shrinkage (induced part due to suction variation) and a “mechanical” strain tensor due to the total stress variation. Mechanical strain tensor can be related to total stress by using stiffness matrix. In fact, the initially saturated clay soil resistance increases during desiccation. The result of cracking in the soil under controlled suction is the result of competitions between increased soil resistance and damage caused by shrinkage during desiccation. The soil moisture crack initiation criterion will be based on soil damage and resistance. The criterion of crack propagation, meanwhile, will be based on the theory of conservation of energy. To reproduce the cracks distribution, based on X-FEM. Weibull's law will be used to consider the heterogeneous distribution of the soil. After digital model validation, applications in the geotechnical field are then considered
Lokre, Chinmay Vivekananda. "Effect of Density, Initial Water Content, Drying Temperature, Layer Thickness, and Plasticity Characteristics on Shrinkage Crack Development in Clay Soils: An Experimental Study." Kent State University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=kent1557423451910154.
Full textARYAL, SUMAN. "Long-Term Durability of Ordinary Portland Cement and Polypropylene Fiber Stabilized Soil." OpenSIUC, 2019. https://opensiuc.lib.siu.edu/theses/2556.
Full textAs, Mehmet. "Effect Of Cyclic Swell-shrink On Swell Percentage Of An Expansive Clay Stabilized By Class C Fly Ash." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614029/index.pdf.
Full textshrink behaviour of expansive soils. In this research, the effect of cyclic swell &ndash
shrink on swell percentage of a chemically stabilized expansive soil is investigated. Class C Fly Ash is used as an additive for stabilization of an expansive soil that is prepared in the laboratory environment by mixing kaolinite and bentonite. Fly ash was added to expansive soil with a predetermined percentage changing between 0 to 20 percent. Hydrated lime with percentages changing between 0 to 5 percent and sand with 5 percent were also used instead of fly ash for comparison. Firstly, consistency limits, grain size distributions and swell percentages of mixtures were determined. Then to see the effect of cyclic swell &ndash
shrink on the swelling behavior of the mixtures, swell &ndash
shrink cycles applied to samples and swell percentages were determined. Swell percentage decreased as the proportion of the fly ash increased. Cyclic swell-shrink affected the swell percentage of fly ash stabilized samples positively.
Shi, Andong. "The effect of residue mixing, clay content and drying and rewetting on soil respiration and microbial biomass." Thesis, 2015. http://hdl.handle.net/2440/93521.
Full textThesis (Ph.D.) -- University of Adelaide, School of Agriculture, Food and Wine, 2015
Books on the topic "Clay soils Drying"
Biddle, P. G. Tree Root Damage to Buildings: Patterns of Soil Drying in Proximity to Trees on Clay Soils. Willowmead Publishing Ltd, 1998.
Find full textTree Root Damage to Buildings: Causes, Diagnosis and Remedy / Patterns of Soil Drying in Proximity to Trees on Clay Soils. Willowmead Publishing Ltd, 1998.
Find full textBook chapters on the topic "Clay soils Drying"
Rosone, Marco, Camillo Airò Farulla, Clara Celauro, and Alessio Ferrari. "Volumetric Behaviour of Lime Treated High Plasticity Clay Subjected to Suction Controlled Drying and Wetting Cycles." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS), 165–72. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_18.
Full textSharma, R. S., and S. J. Wheeler. "Behaviour of an unsaturated highly expansive clay during cycles of wetting and drying." In Unsaturated Soils for Asia, 721–26. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078616-127.
Full textWhite, Robert E. "Where the Vine Roots Live." In Understanding Vineyard Soils. Oxford University Press, 2015. http://dx.doi.org/10.1093/oso/9780199342068.003.0007.
Full text"Stress path dependence of hydromechanical behaviour of compacted scaly clay in wetting and drying suction controlled oedometer tests at constant vertical net stress." In Unsaturated Soils. Advances in Geo-Engineering, 337–42. CRC Press, 2008. http://dx.doi.org/10.1201/9780203884430-45.
Full textFarulla, C. "Stress path dependence of hydromechanical behaviour of compacted scaly clay in wetting and drying suction controlled oedometer tests at constant vertical net stress." In Unsaturated Soils. Advances in Geo-Engineering, 321–26. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203884430.ch39.
Full textHuang, Yue, Huiguo Wu, Jian Liu, and Yuedong Wu. "Model Testing on Deformation Characteristics of an Unsaturated Compacted Clay Slope Under Cyclic Wetting and Drying." In Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210157.
Full textPeron, 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.
Full textCafaro, F., F. Cotecchia, and C. Cherubini. "Influence of structure and stress history on the drying behaviour of clays." In Unsaturated Soils for Asia, 633–38. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078616-112.
Full textConference papers on the topic "Clay soils Drying"
Chaduvula, 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.
Full textElliott, Ron, Steve Szilard, and Gunther Prattinger. "Use of Robotic Technology for Cast Iron Pipeline Repair." In 2000 3rd International Pipeline Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/ipc2000-169.
Full textMijares, Ramil G., and Milind V. Khire. "Soil Water Characteristic Curves of Compacted Clay Subjected to Multiple Wetting and Drying Cycles." In GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)37.
Full textReports on the topic "Clay soils Drying"
Banin, Amos, Joseph Stucki, and Joel Kostka. Redox Processes in Soils Irrigated with Reclaimed Sewage Effluents: Field Cycles and Basic Mechanism. United States Department of Agriculture, July 2004. http://dx.doi.org/10.32747/2004.7695870.bard.
Full textSnyder, Victor A., Dani Or, Amos Hadas, and S. Assouline. Characterization of Post-Tillage Soil Fragmentation and Rejoining Affecting Soil Pore Space Evolution and Transport Properties. United States Department of Agriculture, April 2002. http://dx.doi.org/10.32747/2002.7580670.bard.
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