Literatura científica selecionada sobre o tema "Clay compaction"
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Artigos de revistas sobre o assunto "Clay compaction"
Gong, Fei, Bangrang Di, Lianbo Zeng, Jianxin Wei, Jiwei Cheng e Liangliang Gao. "The elastic properties and anisotropy of artificial compacted clay samples". GEOPHYSICS 86, n.º 1 (1 de janeiro de 2021): MR1—MR15. http://dx.doi.org/10.1190/geo2019-0608.1.
Texto completo da fontede Freitas Neto, Osvaldo, Olavo Francisco dos Santos Jr., Fagner Alexandre Nunes de França e Ricardo Nascimento Flores Severo. "Influence of Compaction Energy and Bentonite Clay Content in the Soil Hydraulic Conductivity". Applied Mechanics and Materials 851 (agosto de 2016): 858–63. http://dx.doi.org/10.4028/www.scientific.net/amm.851.858.
Texto completo da fonteGrocholski, Brent. "Clay-driven compaction". Science 372, n.º 6539 (15 de abril de 2021): 251.4–252. http://dx.doi.org/10.1126/science.372.6539.251-d.
Texto completo da fonteVoltolini, Marco, Hans-Rudolf Wenk, Nazmul Haque Mondol, Knut Bjørlykke e Jens Jahren. "Anisotropy of experimentally compressed kaolinite-illite-quartz mixtures". GEOPHYSICS 74, n.º 1 (janeiro de 2009): D13—D23. http://dx.doi.org/10.1190/1.3002557.
Texto completo da fonteMasujima, T., Y. Xie, Q. Zhang, G. L. Ye e J. Leng. "A new method for rapid preparing high-strength saturated clay samples in large-scale model tests". IOP Conference Series: Earth and Environmental Science 1330, n.º 1 (1 de maio de 2024): 012029. http://dx.doi.org/10.1088/1755-1315/1330/1/012029.
Texto completo da fonteTarantino, A., e E. De Col. "Compaction behaviour of clay". Géotechnique 58, n.º 3 (abril de 2008): 199–213. http://dx.doi.org/10.1680/geot.2008.58.3.199.
Texto completo da fontePonomaryov, Andrey, e Evgenia Sychkina. "Effect of clay compaction around driven pile and prediction of pile settlement". E3S Web of Conferences 363 (2022): 02016. http://dx.doi.org/10.1051/e3sconf/202236302016.
Texto completo da fonteLakho, Nawab Ali, Muhammad Auchar Zardari e Naeem Aziz Memon. "Reduction of Cracking and Shrinkage in Compressed Clay Beams during Drying". July 2016 35, n.º 3 (1 de julho de 2016): 395–400. http://dx.doi.org/10.22581/muet1982.1603.09.
Texto completo da fonteClayton, C. R. I., I. F. Symons e J. C. Hiedra-Cobo. "The pressure of clay backfill against retaining structures". Canadian Geotechnical Journal 28, n.º 2 (1 de abril de 1991): 282–97. http://dx.doi.org/10.1139/t91-034.
Texto completo da fonteCabot, Louis, e Jean-Pierre Le Bihan. "Quelques propriétés d'une argile sur la « ligne optimale de compactage »". Canadian Geotechnical Journal 30, n.º 6 (1 de dezembro de 1993): 1033–40. http://dx.doi.org/10.1139/t93-100.
Texto completo da fonteTeses / dissertações sobre o assunto "Clay compaction"
Catana, M. Cevat. "Compaction and water retention characteristics of Champlain sea clay". Thesis, University of Ottawa (Canada), 2006. http://hdl.handle.net/10393/27337.
Texto completo da fonteDuval, Jean. "Assessing porosity characteristics as indicators of compaction in a clay soil". Thesis, McGill University, 1990. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=59275.
Texto completo da fonteThe tests used were: total porosity as calculated from densimeter readings and from soil cores; structural porosity; water desorption characteristics; and soil profile examination. These tests were performed in three layers of 20 cm and evaluation was based on their practicality and their ability to differentiate between treatments and to correlate with corn yield.
The results confirm that total porosity is a poor indicator of compaction in the subsoil. In soil profile assessments, ped descriptions were preferable to examination of pores. Water content and saturation deficit at $-$4.0 and $-$100 kPa were the best indicators of treatments and plant response.
Okiongbo, Kenneth Samuel. "Volumetrics of petroleum generation and compaction of the Kimmeridge Clay Formation". Thesis, University of Newcastle Upon Tyne, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.417523.
Texto completo da fonteAndras, Peter. "The role of clay mineral diagenesis in overpressure generation and compaction of siliciclastic mudstones". Thesis, Durham University, 2018. http://etheses.dur.ac.uk/12531/.
Texto completo da fonteLokre, 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.
Texto completo da fonteTilgen, Huseyin Pars. "Relationship Between Suction And Shear Strength Parameters Of Compacted Metu Campus Clay". Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1300425/index.pdf.
Texto completo da fonte, &
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) and soil suctions were measured by filter paper method after direct shear tests. These relationships were also investigated on soaked samples. The trends for suction, angle of internal friction and cohesion, which change on the dry side and wet side of optimum moisture content, were analyzed. The compacted METU campus clay gains granular soil fabric at the dry side of optimum moisture content. As moisture content increases, cohesion increases up to optimum moisture content and then decreases. But angle of internal friction decreases as moisture content increases. Soaking affects the samples more which are on the dry side of optimum moisture content. The soil suction (total suction and matric suction) affects the shear strength, and an increase in soil suction increases the shear strength.
NAKANO, MASAKI, AKIRA ASAOKA e TOSHIHIRO NODA. "SOIL-WATER COUPLED FINITE DEFORMATION ANALYSIS BASED ON A RATE-TYPE EQUATION OF MOTION INCORPORATING THE SYS CAM-CLAY MODEL". 地盤工学会, 2008. http://hdl.handle.net/2237/20062.
Texto completo da fonteAli, Hatim F. A. "Assessment of lime-treated clays under different environmental conditions". Thesis, University of Bradford, 2019. http://hdl.handle.net/10454/18313.
Texto completo da fonteTAKAGI, Kenji, 光夫 野津, Mitsuo NOZU, 利弘 野田, Toshihiro NODA, 敏浩 高稲, Toshihiro TAKAINE e 健次 高木. "水~土連成計算を用いた砂杭拡径による砂地盤の締固めメカニズムの一考察". 土木学会, 2001. http://hdl.handle.net/2237/8642.
Texto completo da fonteLtifi, Mounir. "Étude expérimentale du vieillissement d'un sol argileux". Vandoeuvre-les-Nancy, INPL, 1998. http://www.theses.fr/1998INPL103N.
Texto completo da fonteLivros sobre o assunto "Clay compaction"
Shebl, Maher Abdel-Aal. Effect of compaction technique on the diffusion characteristics in clay liners. 1990.
Encontre o texto completo da fonteHall, Roger. Soil Essentials. CSIRO Publishing, 2008. http://dx.doi.org/10.1071/9780643095632.
Texto completo da fonteCapítulos de livros sobre o assunto "Clay compaction"
Chetia, Malaya, Manash P. Baruah e Asuri Sridharan. "Effect of Quarry Dust on Compaction Characteristics of Clay". In Contemporary Issues in Geoenvironmental Engineering, 78–100. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61612-4_7.
Texto completo da fonteHu, Chao, Jiru Zhang, Xiaoqiang Gu e Kai Xu. "The Compaction Properties of Construction Waste Slag-Clay Mixtures". In Proceedings of GeoShanghai 2018 International Conference: Transportation Geotechnics and Pavement Engineering, 425–33. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0011-0_46.
Texto completo da fonteYogeshraj Urs, C., e H. S. Prasanna. "Parametric Study on Compaction Characteristics of Clay Sand Mixtures". In Lecture Notes in Civil Engineering, 141–52. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6513-5_12.
Texto completo da fonteJyothi, D. N., H. S. Prasanna, B. V. Vidya e B. S. Pooja. "Compaction Characteristics of China Clay–Bentonite–Sand Mix Proportions". In Lecture Notes in Civil Engineering, 119–32. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3383-6_12.
Texto completo da fonteWang, Jianye, Andrew Sadler, Paul Hughes e Charles Augarde. "Compaction Characteristics and Shrinkage Properties of Fibre Reinforced London Clay". In Springer Series in Geomechanics and Geoengineering, 858–61. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_192.
Texto completo da fonteO’Brien, Neal R., e Roger M. Slatt. "Formation of Shale by Compaction of Flocculated Clay--A Model". In Argillaceous Rock Atlas, 91–95. New York, NY: Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4612-3422-7_7.
Texto completo da fonteLu, Yang, Sihong Liu, Meng Yang e Yonggan Zhang. "Compaction Behavior of Clay-Gravel Mixtures Under Normal and Low Temperature". In Springer Series in Geomechanics and Geoengineering, 1390–93. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97115-5_107.
Texto completo da fonteSivapriya, S. V. "Compaction Characteristics of Modified Clay Soils with Various Proportions of Crumb Rubber". In Lecture Notes in Civil Engineering, 183–90. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5101-7_18.
Texto completo da fonteLee, F. H., A. Juneja, T. S. Tan, K. Y. Yong e Y. W. Ng. "Excess pore pressure due to sand compaction pile installation in soft clay". In Physical Modelling in Geotechnics, 955–60. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203743362-173.
Texto completo da fonteShaikh, Nafisa D. "Effect of Kaolinite Clay and Different Sand Gradation Mixture on Compaction Parameters". In Lecture Notes in Civil Engineering, 495–507. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6444-8_45.
Texto completo da fonteTrabalhos de conferências sobre o assunto "Clay compaction"
Rodriguez-Pomajulca, Jhon Henry, Juan Carlos Bautista-Laruta, Neicer Campos Vasquez e Ruben Kevin Manturano-Chipana. "Optimum Collapsible Clay Soil Compaction Methods - 2021". In 2nd LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development (LEIRD 2022): “Exponential Technologies and Global Challenges: Moving toward a new culture of entrepreneurship and innovation for sustainable development”. Latin American and Caribbean Consortium of Engineering Institutions, 2022. http://dx.doi.org/10.18687/leird2022.1.1.94.
Texto completo da fonteEllithy, G. S., e M. A. Gabr. "Compaction Moisture Effect on Geomembrane/Clay Interface Shear Strength". In Geo-Denver 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40515(291)2.
Texto completo da fonteAndras, P., A. C. Aplin, N. R. Goulty, C. Sargent, A. Derkowski e B. A. van der Pluijm. "Clay Mineral Transformations and Associated Compaction of Siliciclastic Mudstones". In Fifth EAGE Shale Workshop. Netherlands: EAGE Publications BV, 2016. http://dx.doi.org/10.3997/2214-4609.201600396.
Texto completo da fonteZou, J., A. C. Pierre e J. Whiting. "Compaction Behaviour Of A Clay-Fe-Water Tailings Sludge Model". In Annual Technical Meeting. Petroleum Society of Canada, 1991. http://dx.doi.org/10.2118/91-118.
Texto completo da fontePandey, Krishna Murari, Guttikonda Manohar e Saikat Ranjan Maity. "Effect of China Clay on Mechanical Properties of AA7075/B4C Hybrid Composite Fabricated by Powder Metallurgy Techniques". In ASME 2020 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/imece2020-24418.
Texto completo da fonteTang, Qiang, Takeshi Katsumi, Toru Inui, Atsushi Takai e Zhenze Li. "Influence of Compaction Degree on Membrane Behavior of Compacted Clay Amended with Bentonite". In Geo-Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.184.
Texto completo da fonteOka, Fusao, e Sayuri Kimoto. "An Elasto-Viscoplastic Model for Clay Considering Destructuralization and Prediction of Compaction Bands". In First Japan-U.S. Workshop on Testing, Modeling, and Simulation. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40797(172)3.
Texto completo da fonteAbd Al-Kaream, Khalid W., Mohammed D. Noori, Mudhafar K. Hameedi e Zainab H. Shaker. "Characteristics of Clay Soils Utilizing Okra Tips". In 3rd International Conference of Engineering Sciences. Switzerland: Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-goor20.
Texto completo da fonteAlkroosh, Iyad, Ali Al-Robay, Prabir Sarker e Saif Alzabeebee. "Effect of sand percentage on the compaction properties and undrained shear strength of low plasticity soft clay". In INTERNATIONAL CONFERENCE ON ARCHITECTURAL AND CIVIL ENGINEERING 2020. Cihan University-Erbil, 2021. http://dx.doi.org/10.24086/aces2020/paper.143.
Texto completo da fonteRamachandran, Latha, e Kaviya Balasubramanian Latha. "Behavior of laterally loaded pile group in clay with stabilized pond ash compaction pile". In 5TH INTERNATIONAL CONFERENCE ON INNOVATIVE DESIGN, ANALYSIS & DEVELOPMENT PRACTICES IN AEROSPACE & AUTOMOTIVE ENGINEERING: I-DAD’22. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0139394.
Texto completo da fonteRelatórios de organizações sobre o assunto "Clay compaction"
Tehrani, Fariborz M., Kenneth L. Fishman e Farmehr M. Dehkordi. Extending the Service-Life of Bridges using Sustainable and Resilient Abutment Systems: An Experimental Approach to Electrochemical Characterization of Lightweight Mechanically Stabilized Earth. Mineta Transportation Institute, julho de 2023. http://dx.doi.org/10.31979/mti.2023.2225.
Texto completo da fonteZand, Benjamin. PR-218-104509-R02 Field Validation of Surface Loading Stress Calculations for Buried Pipelines Milestone 2. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), abril de 2019. http://dx.doi.org/10.55274/r0011477.
Texto completo da fonteA. B. PEIKRISHIVILI e ET AL. EXPLOSIVE COMPACTION OF CLAD GRAPHITE POWDERS AND OBTAINING OF COATINGS ON THEIR BASE. Office of Scientific and Technical Information (OSTI), novembro de 2000. http://dx.doi.org/10.2172/768177.
Texto completo da fonteShmulevich, Itzhak, Shrini Upadhyaya, Dror Rubinstein, Zvika Asaf e Jeffrey P. Mitchell. Developing Simulation Tool for the Prediction of Cohesive Behavior Agricultural Materials Using Discrete Element Modeling. United States Department of Agriculture, outubro de 2011. http://dx.doi.org/10.32747/2011.7697108.bard.
Texto completo da fonteSnyder, Victor A., Dani Or, Amos Hadas e S. Assouline. Characterization of Post-Tillage Soil Fragmentation and Rejoining Affecting Soil Pore Space Evolution and Transport Properties. United States Department of Agriculture, abril de 2002. http://dx.doi.org/10.32747/2002.7580670.bard.
Texto completo da fonte