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Статті в журналах з теми "Swell-shrink"
David Suits, L., TC Sheahan, SG Fityus, DA Cameron, and PF Walsh. "The Shrink Swell Test." Geotechnical Testing Journal 28, no. 1 (2005): 12327. http://dx.doi.org/10.1520/gtj12327.
Повний текст джерелаTripathy, S., KS Subba Rao, and D. G. Fredlund. "Water content - void ratio swell-shrink paths of compacted expansive soils." Canadian Geotechnical Journal 39, no. 4 (August 1, 2002): 938–59. http://dx.doi.org/10.1139/t02-022.
Повний текст джерелаShirsath, S. K., T. Bhattacharyya, and D. K. Pal. "Minimum threshold value of smectite for vertic properties." Soil Research 38, no. 1 (2000): 189. http://dx.doi.org/10.1071/sr99051.
Повний текст джерелаQi, Guifang, Jean-Charles Michel, Pascal Boivin, and Sylvain Charpentier. "A Laboratory Device for Continual Measurement of Water Retention and Shrink/Swell Properties during Drying/Wetting Cycles." HortScience 46, no. 9 (September 2011): 1298–302. http://dx.doi.org/10.21273/hortsci.46.9.1298.
Повний текст джерелаBriaud, Jean-Louis, Xiong Zhang, and Sangho Moon. "Shrink Test–Water Content Method for Shrink and Swell Predictions." Journal of Geotechnical and Geoenvironmental Engineering 129, no. 7 (July 2003): 590–600. http://dx.doi.org/10.1061/(asce)1090-0241(2003)129:7(590).
Повний текст джерелаDay, Robert W. "Swell‐Shrink Behavior of Compacted Clay." Journal of Geotechnical Engineering 120, no. 3 (March 1994): 618–23. http://dx.doi.org/10.1061/(asce)0733-9410(1994)120:3(618).
Повний текст джерелаParashar, Suresh P., K. S. Wong, and V. Choa. "Swell-Shrink Behavior of Compacted Clay." Journal of Geotechnical Engineering 121, no. 4 (April 1995): 385–87. http://dx.doi.org/10.1061/(asce)0733-9410(1995)121:4(385).
Повний текст джерелаLiu, Honghu, Jing Liu, Xianwei Zhang, and Xinyu Liu. "The Shrink–Swell Process of the Granite Residual Soil with Different Weathering Degree in a Gully System in Southern China." Applied Sciences 12, no. 21 (November 4, 2022): 11200. http://dx.doi.org/10.3390/app122111200.
Повний текст джерелаJames, Jijo, Archana James, Arun Kumar, Elumalai Gomthi, and Karunakaran Kamal Prasath. "Plasticity and Swell-Shrink Behaviour of Electrokinetically Stabilized Virgin Expansive Soil using Calcium Hydroxide and Calcium Chloride Solutions as Cationic Fluids." Civil and Environmental Engineering Reports 29, no. 1 (March 1, 2019): 128–46. http://dx.doi.org/10.2478/ceer-2019-0010.
Повний текст джерелаJones, Lee, Vanessa Banks, and Ian Jefferson. "Chapter 8 Swelling and shrinking soils." Geological Society, London, Engineering Geology Special Publications 29, no. 1 (2020): 223–42. http://dx.doi.org/10.1144/egsp29.8.
Повний текст джерелаДисертації з теми "Swell-shrink"
Abdelmalak, Remon Melek. "Soil structure interaction for shrink-swell soils a new design procedure for foundation slabs on shrink-swell soils." [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-2466.
Повний текст джерелаWilson, Justin Benedict. "Shrink/swell potential of some British Mesozoic clays." Thesis, University of Bristol, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266907.
Повний текст джерелаCramer, Nicholas C. "Thermal properties of an upper tidal flat sediment on the Texas Gulf Coast." Texas A&M University, 2006. http://hdl.handle.net/1969.1/4830.
Повний текст джерелаAs, 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.
Повний текст джерелаshrink 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.
Thomas, Pamela J. "Quantifying Properties and Variability of Expansive Soils in Selected Map Units." Diss., Virginia Tech, 1998. http://hdl.handle.net/10919/30441.
Повний текст джерелаPh. D.
Ji, Wei. "SEDIMENTARY RESPONSES TO GROWTH FAULT SLIP AND CLAY SHRINK AND SWELL INDUCED ELEVATION VARIATIONS: EAST MATAGORDA PENINSULA, TEXAS." UKnowledge, 2017. http://uknowledge.uky.edu/ees_etds/49.
Повний текст джерелаMuttharam, M. "Engineering Behaviour Of Ash-Modified Soils Of Karnataka." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/256.
Повний текст джерелаUdy, Sandra. "Assessing Amendment Treatments for Sodic Soil Reclamation in Arid Land Environments." DigitalCommons@USU, 2019. https://digitalcommons.usu.edu/etd/7670.
Повний текст джерелаTripathy, Snehasis. "Behaviour Of Compacted Expansive Soils Under Swell-Shrink Cycles." Thesis, 1999. http://etd.iisc.ernet.in/handle/2005/1605.
Повний текст джерелаGangadhara, S. "Cyclic Swell-Shrink Behaviour Of Laboratory Compacted Expansive Soils." Thesis, 1997. http://etd.iisc.ernet.in/handle/2005/1808.
Повний текст джерелаКниги з теми "Swell-shrink"
International Workshop: Swell-Shrink Soils (1st 1988 National Bureau of Soil Survey and Land Use Planning). Classification, management, and use potential of swell-shrink soils: Transactions, International Workshop, Swell-Shrink Soils, October 24-28, 1988 at the National Bureau of Soil Survey and Land Use Planning, Nagpur, India. Edited by Hirekerur L. R, Indian Council of Agricultural Research. National Bureau of Soil Survey and Land Use Planning., Indian Council of Agricultural Research., International Society of Soil Science., and United Nations Environment Programme. Rotterdam: A. A. Balkema, 1989.
Знайти повний текст джерелаInternational Workshop: Swell-Shrink Soils (1st 1988 National Bureau of Soil Survey and Land Use Planning). Classification, management, and use potential of swell-shrink soils: Transactions, International Workshop, Swell-Shrink Soils, October 24-28, 1988 at the National Bureau of Soil Survey and Land Use Planning, Nagpur, India. New Delhi: Oxford & IBH Pub. Co., 1988.
Знайти повний текст джерелаBenchmark swell-shrink soils of India: Morphology, characteristics, and classification. Nagpur, India: National Bureau of Soil Survey & Land Use Planning, 1988.
Знайти повний текст джерелаClassification, management, and use potential of swell-shrink soils: Transactions, International Workshop, Swell-Shrink Soils, October 24-28, 1988 at the ... Survey and Land Use Planning, Nagpur, India. Oxford & IBH Pub. Co, 1988.
Знайти повний текст джерелаM, Dhakshinamoorthy, Tamil Nadu Agricultural University. Dept. of Soil Science and Agrilcultural Chemistry., and All India Coordinated Research Project on Long-Term Fertilizer Experiments to Study Changes in Soil Quality, Crop Productivity and Sustainability., eds. Soil quality, crop productivity, and sustainability as influenced by long term fertilizer application and continuous cropping of finger millet-maize-cowpea sequence in swell-shrink soil. Bhopal: AICRP Long-Term Fertilizer Experiments to Study Changes in Soil Quality, Crop Productivity, and Sustainability, Indian Institute of Soil Science, 2005.
Знайти повний текст джерелаЧастини книг з теми "Swell-shrink"
Hassona, Fayek, Remon I. Abdelmalak, and Beshoy M. Hakeem. "Characterization of Unsaturated Shrink-Swell Soils Properties in Egypt." In Sustainable Civil Infrastructures, 8–23. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61931-6_2.
Повний текст джерелаBeroya-Eitner, M. A., M. A. Loreth, H. Zachert, M. Schneider, and H. Tenbreul. "Crack development in an old church building due to clay shrink-swell." In Geotechnical Engineering for the Preservation of Monuments and Historic Sites III, 1124–34. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003308867-89.
Повний текст джерелаKumar, K. S. R., and T. Thyagaraj. "Swell-Shrink Behaviour of Lime Pile and Lime Slurry-Treated Expansive Soil." In Lecture Notes in Civil Engineering, 249–55. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1831-4_23.
Повний текст джерелаRajendiran, S., T. Basanta Singh, J. K. Saha, M. Vassanda Coumar, M. L. Dotaniya, S. Kundu, and A. K. Patra. "Spatial Distribution and Baseline Concentration of Heavy Metals in Swell–Shrink Soils of Madhya Pradesh, India." In Environmental Pollution, 135–45. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-5792-2_11.
Повний текст джерела"Shrink—swell." In Unsaturated Soils: Research & Applications, 867. CRC Press, 2014. http://dx.doi.org/10.1201/b17034-124.
Повний текст джерела"shrink-swell characteristics." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1226. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_193316.
Повний текст джерела"Predicting seasonal shrink swell cycles within a clay cutting." In Advances in Transportation Geotechnics, 495–500. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885949-74.
Повний текст джерелаDavies, O., S. Glendinning, M. Rouainia, and S. Birkinshaw. "Predicting seasonal shrink swell cycles within a clay cutting." In Advances in Transportation Geotechnics, 481–86. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885949.ch65.
Повний текст джерелаBreecker, Daniel O., Junyeon Yoon, Lauren A. Michel, Takele M. Dinka, Steven G. Driese, Jason S. Mintz, Lee C. Nordt, Katherine D. Romanak, and Cristine L. S. Morgan. "CO2 Concentrations in Vertisols: Seasonal Variability and Shrink–Swell." In New Frontiers in Paleopedology and Terrestrial Paleoclimatology: Paleosols and Soil Surface Analog Systems, 35–45. SEPM (Society for Sedimentary Geology), 2013. http://dx.doi.org/10.2110/sepmsp.104.08.
Повний текст джерелаBriaud, J., R. Abdelmalak, and X. Zhang. "Design of stiffened slabs-on-grade on shrink-swell soils." In Unsaturated Soils, 3–14. CRC Press, 2010. http://dx.doi.org/10.1201/b10526-3.
Повний текст джерелаТези доповідей конференцій з теми "Swell-shrink"
Horan, D. M. "The shrink-swell generator." In IEE Irish Signals and Systems Conference 2005. IEE, 2005. http://dx.doi.org/10.1049/cp:20050345.
Повний текст джерелаTalluri, Nagasreenivasu, Varagorn Puljan, Thammanoon Manosuthikij, Anand J. Puppala, and Sireesh Saride. "Prediction of Swell-Shrink Movements of Pavement Infrastructure." In Geo-Frontiers Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)280.
Повний текст джерелаChen, Shu-feng, and Ling-wei Kong. "Cyclic Swell-Shrink Behavior of a Low Plastic Expansive Soil." In Second Pan-American Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.003.
Повний текст джерелаLong, X. Y., C. P. Aubeny, R. Bulut, and R. L. Lytton. "Two-Dimensional Shrink-Swell Model for Pavement Surface Movement Prediction." In Fourth International Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)182.
Повний текст джерелаWang, Hanzhang, Hanli Wang, and Kaisheng Xu. "Swell-and-Shrink: Decomposing Image Captioning by Transformation and Summarization." In Twenty-Eighth International Joint Conference on Artificial Intelligence {IJCAI-19}. California: International Joint Conferences on Artificial Intelligence Organization, 2019. http://dx.doi.org/10.24963/ijcai.2019/726.
Повний текст джерелаAllen, John M., and Robert B. Gilbert. "Accelerated Swell-Shrink Test for Predicting Vertical Movement in Expansive Soils." In Fourth International Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)148.
Повний текст джерелаWang, Dong, Marcelo Sánchez, and Jean-Louis Briaud. "Existing Railroads on Shrink-Swell Soils: Field Monitoring, Laboratory Tests, and Numerical Simulation." In First International Conference on Rail Transportation 2017. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481257.108.
Повний текст джерелаRamesh, Sabari, and T. Thyagaraj. "Effect of Sand Content on Cyclic Swell-Shrink Behavior of Compacted Expansive Soil." In Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482827.016.
Повний текст джерелаGuo, Dan, and Hong Xia. "Set-Point Function Compensation-Based Control for Steam Generator Water Level." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-66031.
Повний текст джерелаSnethen, Donald R. "Influence of Local Tree Species on Shrink/Swell Behavior of Permian Clays in Central Oklahoma." In Shallow Foundation and Soil Properties Committee Sessions at ASCE Civil Engineering Conference 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40592(270)9.
Повний текст джерела