Littérature scientifique sur le sujet « TREATED SOIL »
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Articles de revues sur le sujet "TREATED SOIL"
Hamad, Asal Mahmud, et Mahmood Gazey Jassam. « A Comparative Study for the Effect of Some Petroleum Products on the Engineering Properties of Gypseous Soils ». Tikrit Journal of Engineering Sciences 29, no 3 (15 octobre 2022) : 69. http://dx.doi.org/10.25130/tjes.29.3.7.
Texte intégralSinegani, A. A. S., et A. Mahohi. « Soil water potential effects on the cellulase activities of soil treated with sewage sludge ». Plant, Soil and Environment 56, No. 7 (14 juillet 2010) : 333–39. http://dx.doi.org/10.17221/256/2009-pse.
Texte intégralAkrivos, J., D. Mamais, K. Katsara et A. Andreadakis. « Agricultural utilisation of lime treated sewage sludge ». Water Science and Technology 42, no 9 (1 novembre 2000) : 203–10. http://dx.doi.org/10.2166/wst.2000.0207.
Texte intégralMakino, M., T. Takeyama et M. Kitazume. « The influence of soil disturbance on material properties and micro-structure of cement-treated soil ». Lowland Technology International 17, no 3 (2015) : 139–46. http://dx.doi.org/10.14247/lti.17.3_139.
Texte intégralWatabe, Yoichi, Takashi Kaneko et Yu Watanabe. « Cement mix proportion for treated soils recycled from a cement treated soil ». Japanese Geotechnical Society Special Publication 4, no 7 (2016) : 168–72. http://dx.doi.org/10.3208/jgssp.v04.j16.
Texte intégralAldaood, Abdulrahman, Amina Khalil, Ibrahim Alkiki et Madyan Alsaffar. « Volume Change and Cracks Behavior of Lime Treated Expansive Soils ». Academic Journal of Nawroz University 7, no 4 (21 décembre 2018) : 81. http://dx.doi.org/10.25007/ajnu.v7n4a274.
Texte intégralOu, Ou, Xin Gui Zhang et Nian Ping Yi. « The Experimental Study on Strength of Subgrade Soil Treated with Liquid Stabilizer ». Advanced Materials Research 194-196 (février 2011) : 985–88. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.985.
Texte intégralAli, Nizakat, Aneel Kumar et Manoj Kumar. « Compaction and consolidation characteristics of chemically treated expansive soil of Jamshoro ». Mehran University Research Journal of Engineering and Technology 41, no 2 (1 avril 2022) : 2–11. http://dx.doi.org/10.22581/muet1982.2202.01.
Texte intégralKurt Albayrak, Zeynep Nese, et Banu Altun. « Strength properties of biopolymer treated clay/marble powder mixtures ». Challenge Journal of Concrete Research Letters 12, no 4 (16 décembre 2021) : 131. http://dx.doi.org/10.20528/cjcrl.2021.04.003.
Texte intégralSivapullaiah, P. V., A. Sridharan et H. N. Ramesh. « Strength behaviour of lime-treated soils in the presence of sulphate ». Canadian Geotechnical Journal 37, no 6 (1 décembre 2000) : 1358–67. http://dx.doi.org/10.1139/t00-052.
Texte intégralThèses sur le sujet "TREATED SOIL"
BELCHIOR, INGRID MILENA REYES MARTINEZ. « BEHAVIOR OF A LIME-TREATED EXPANSIVE SOIL ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2016. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=29430@1.
Texte intégralCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
PROGRAMA DE EXCELENCIA ACADEMICA
Os principais objetivos desta pesquisa são investigar o efeito da cal hidratada (HL) no comportamento de um solo expansivo, Eagle Ford do Texas (USA), e medir a eficiência do tratamento com cal sobre a redução da expansão através de variações das condições de preparação das amostras. Este estudo envolveu ensaios edométricos e ensaios de centrífuga, que é uma nova técnica desenvolvida pela Universidade do Texas em Austin (EUA). Até o presente trabalho, nenhum estudo tem sido desenvolvido usando esta centrífuga para analisar a redução da expansão em solos expansivos estabilizados. Além disso, nenhum estudo tem medido o melhoramento da eficiência do tratamento com cal devido às variáveis controladas durante a preparação das misturas solo-cal (ou seja, umidade, densidade, período entre a mistura e a compactação e tempo de cura), como também da tensão aplicada. Este trabalho também incluiu investigações sobre modificações das propriedades geotécnicas, composição mineralógica e constituição microestrutural, devido à adição de cal. A partir da análise das curvas de expansão vs. tempo, três valores foram definidos para examinar o comportamento expansivo: o potencial expansivo (Sp) e as inclinações de expansão primária (PSS) e secundária (SSS). A avaliação da eficiência do tratamento com cal, quantificada através do parâmetro Razão da Redução do Potencial Expansivo (SPR), indica: (i) eliminação de 97 por cento de Sp com 4 por cento de HL; (ii) melhoramento do SPR pelo aumento do tempo de cura; (iii) efeito adverso na SPR de períodos longos entre mistura e a compactação; (iv) possibilidade de diminuir a dosagem de cal necessária para reduzir a expansão através do aumento da umidade de compactação e/ou redução da densidade seca de compactação; e (v) dependência da dosagem da cal para prevenir a expansão no nível-g.
The main objectives of this research are to investigate the effect of hydrated lime (HL) treatment on the swelling behavior of a natural expansive soil, Eagle Ford clay from Texas (USA), and to measure the efficiency of lime treatment on swelling reduction due to variations in the condition of specimen preparation. This study involved conventional free swell tests and centrifuge tests, which are a new technique developed by the University of Texas at Austin (USA). So far, no studies have been performed using this centrifuge to analyze the swelling reduction in expansive soils by stabilization treatments. Also, no studies have measured the improving of lime treatment efficiency due to variables controlled during preparation of lime-soil mixtures (i.e. compaction moisture content, compaction dry density, mellowing and curing time), as well as the applied effective stress. This work also involved investigations about modifications of geotechnical properties, mineralogical composition and microstructural constitution due to the addition of lime. From the analysis of the swelling vs. time curves, three values were defined to examine the swelling behavior: the swelling potential (Sp), the primary swelling slope (PSS) and the secondary swelling slope (SSS). Assessment of the lime treatment efficiency, as quantified by the Swelling Potential Reduction Ratio (SPR) indicates: (i) the elimination of 97 per cent of Sp with 4 per cent HL; (ii) SPR enhancement with increasing curing time; (iii) adverse effect of mellowing periods on the SPR; (iv) the possibility to decrease the necessary lime dosage by increasing the compaction moisture and/or reducing the compaction dry density; and (v) dependency of the hydrated lime dosage to prevent swelling on the applied g-level (i.e. applied stress).
Warren, Jason George. « Management of Alum-Treated Poultry Litter ». Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/30232.
Texte intégralPh. D.
Sariosseiri, Farid. « Critical state framework for interpretation of geotechnical properties of cement treated soils ». Online access for everyone, 2008. http://www.dissertations.wsu.edu/Dissertations/Summer2008/f_sariosseiri_070208.pdf.
Texte intégralFlynn, Colleen P. « The fate of nitrate in soil treated with hog manure ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq23304.pdf.
Texte intégralBennett, Michael Dever. « Effect of Concentration of Sphagnum Peat Moss on Strength of Binder-Treated Soil ». Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/93210.
Texte intégralMaster of Science
Organic soils are formed continuously as matter from deceased organisms – mainly plants – is deposited in wet environs and decomposes. Organic soils are most commonly found in swamps, marshes, and coastal areas. These soils make poor foundation materials due to their low strengths. Deep mixing, or soil mixing, involves introducing a binder like Portland cement or lime into soil and blending the soil and binder together to form columns or blocks. Upon mixing, cementitious reactions occur, and the soil-binder mixture gains strength as it cures. Deep mixing may be performed using either a dry binder, known as dry mixing, or a binder-water slurry, referred to as wet mixing. Deep mixing may be used to treat either inorganic or organic soils to depths of 30 meters or greater. Contractor experience has shown that deep mixing is one of the most effective methods of improving the strength of organic soils. Lab-scale studies (by previous researchers) of wet mixing of inorganic soils have found that the strength of soil-binder mixtures can be expressed as a function of mixture curing time and curing temperature, as well as the quantity of binder used, or binder factor, and the consistency of the binder slurry. No corresponding expression has been generated for wet mixing of organic soils, although many studies on the subject have been performed by previous researchers. The goal of this research was to generate such an expression for one organic soil. The soil used was made of sphagnum peat moss, an organic material commonly found in nature, and an inorganic clay used by previous researchers in studies of deep mixing in inorganic soils. The binder used in this research was a Portland cement. For this research, 43 unique soil-binder mixtures were manufactured. Each mixture involved a unique combination of soil organic matter content, binder factor, and binder slurry consistency. After a soil-binder mixture was made, it was divided, placed into cylindrical molds, and allowed to cure. The temperature of the curing environment of the mixture was monitored. Mixture compressive strength was assessed after 7, 14, and 28 days of curing using two cylindrically molded specimens of the mixture. Data on mixture strength was then evaluated to assess whether it could be expressed as a function of the variables tested. iv This research determined that the strength of at least some organic soils improved with wet mixing can be expressed as a function of soil organic matter content, binder factor, binder slurry consistency, and mixture curing time and curing temperature. The function will likely prove useful to deep mixing contractors, who routinely perform lab-scale deep mixing trials on samples of the soils to be improved in the field. Assuming wet mixing is used, the results of the trials are used to select values of binder factor and binder slurry consistency for the project. The function generated from this research will allow deep mixing contractors to select these values more reliably during the lab-scale phase of their work.
Faraj, Mustafa Ali. « The effect on soil and sugar beet plants of irrigating polyacrylamide treated soil with saline water ». Thesis, University of Manchester, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.329578.
Texte intégralHerring, Ian James. « The effect of soil inhabiting micro-organisms on preservative treated wood ». Thesis, Imperial College London, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.298364.
Texte intégralGarnett, Kathryn. « Interactions of metals and nitrilotriacetic acid in sewage sludge-treated soil ». Thesis, Imperial College London, 1987. http://hdl.handle.net/10044/1/38325.
Texte intégralSpencer, Laura Marie. « Evaluation of sand treated with colloidal silica gel ». Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/37131.
Texte intégralCid, João Filipe Xavier. « Response of grapevine to irrigation with treated wastewater ». Master's thesis, ISA, 2019. http://hdl.handle.net/10400.5/19445.
Texte intégralClimate change, population growth, industry expansion and increasing water demand in agriculture are pressuring water resources in dry, warm-climate regions, such as Mediterranean Europe. The aim of this study was to evaluate the possibility of using treated wastewater (TWW) for vineyard irrigation, as a strategy to maintain grapevine's water status within acceptable levels, while contributing to decrease the pressure on natural water resources. To achieve this goal, the effects of TWW and conventional water (CW) on grapevine and soil were compared after two years of irrigation. TWW appears to have had a significant impact on soil salinity, with TWW irrigated soil having a 10% higher salinity (VIC) than the CW irrigated one. Concerning grapevine growth rate and ecophysiology, shoot length of TWW irrigated vines was significantly lower (15%), though there were generally no differences in phenology and reflectance indexes (PRI and NDVI) between treatments. In one measurement during summer peak, though, NDVI values were significantly lower for TWW irrigated vines. Also during summer peak, berries of TWW irrigated vines were significantly darker and greener, and had higher total acidity than CW irrigated vines. Canopy traits such as exposed leaf area, total leaf area and leaf layer number did not differ between treatments, and the same occurred for grape and wood yield, suggesting that TWW had no impact on vine balance and yield. It is crucial to continue exploring the use of TWW for irrigation as an answer to drought and water scarcity, while studying its effects on crops and soil within wider time periods, to scout for long-term impacts of this practice
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Livres sur le sujet "TREATED SOIL"
Kaddous, Farid G. A. Recycling of secondary treated effluent through vegetable and a loamy sand soil. [Melbourne : Victoria] Dept. of Agriculture and Rural Affairs, 1986.
Trouver le texte intégralLay, Russell D. Frost heave of a Montana silt treated with reduced cement contents. Provo, Utah : Brigham Young University, 2005.
Trouver le texte intégralLevy, Guy J., Pinchas Fine et A. Bar-Tal. Treated wastewater in agriculture : Use and impacts on the soil environment and crops. Chichester, West Sussex, U.K : Wiley-Blackwell, 2011.
Trouver le texte intégralE, Horn M., Owens J. B, Holcombe L. J, Electric Power Research Institute, Radian Corporation et Environmental Management Services (Firm), dir. Creosote-treated wood poles and crossarms : Toxicity characteristic leaching procedure (TCLP) results. Palo Alto, Calif : Electric Power Research Institute, 1992.
Trouver le texte intégralStocking, Michael A. Soil erosion in developing countries : Where geomorphology fears to tread!. Norwich : University of EastAnglia, School of Development Studies, 1993.
Trouver le texte intégralLtd, Intera Kenting, Canada Centre for Inland Waters., National Groundwater and Soil Remediation Program. et National Groundwater and Soil Remediation Program. Excavate and Treat Technical Sub-Committee., dir. Final report on current and innovative excavate and treat technologies for the remediation of contaminated soils. Burlington, ON : Burlington Environmental Technology Office, Canada Centre for Inland Waters, 1991.
Trouver le texte intégralUnited States. Environmental Protection Agency. Office of Research and Development, dir. Land Remediation and Pollution Control Division : Science and technology to treat contaminated soils, sludges, and sediments. Washington, DC : U.S. Environmental Protection Agency, Office of Research and Development, 1998.
Trouver le texte intégralRobert, Rogers. A concise account of North America : Containing a description of the several British colonies on that continent, including the islands of Newfoundland, Cape Breton, &c. as to their situation, extent, climate, soil, produce, rise, government, religion, present boundaries, and the number of inhabitants supposed to be in each : also of the interior, or westerly parts of the country, upon the rivers St. Laurence, the Mississipi, Christino, and the Great Lakes ... containing many useful and entertaining facts, never before treated of. Dublin : Printed for J. Milliken, ..., 1985.
Trouver le texte intégralUS GOVERNMENT. International narcotics control and United States foreign policy : A compilation of laws, treaties, executive documents, and related materials : report. Washington : U.S. G.P.O., 1994.
Trouver le texte intégralImlay, Gilbert. A topographical description of the western territory of North America : Containing a succinct account of its soil, climate, natural history, population, agriculture, manners, customs ... to which are added, the discovery, settlement, and present state of Kentucky, and an essay towards the topography and natural history of that important country by John Filson, to which is added, I. The adventures of Col. Daniel Boon ... II. The minutes of the Piankashaw council ... III. An account of the Indian nations inhabiting within the limits of the thirteen United States ... London : Printed for J. Debrett ..., 1986.
Trouver le texte intégralChapitres de livres sur le sujet "TREATED SOIL"
Velde, R. T., C. Guchte, M. R. B. Dillen et L. R. M. Poorter. « Bioassays to Assess Treated (Remediated) Sediments ». Dans Soil & ; Environment, 393–402. Dordrecht : Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-2018-0_56.
Texte intégralGombert, Dirk. « Cesium Contaminated Soils : Can They Be Effectively Treated ? » Dans Contaminated Soil ’95, 1217–18. Dordrecht : Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0421-0_82.
Texte intégralGoetz, D., et A. N. H. Claussen. « Analysis Concerning Thermically, Physically-Chemically and Biologically Treated Contaminated Sites ». Dans Contaminated Soil ’88, 535–37. Dordrecht : Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-2807-7_86.
Texte intégralHolz, Constanze, Gunnar Meyenburg et Dietmar Goetz. « Prevention of Colliery Waste Material Acidification by Addition of Thermally Treated Soil Material ». Dans Soil & ; Environment, 387–88. Dordrecht : Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0415-9_95.
Texte intégralHashmi, Muhammad Zaffar, Aatika Kanwal, Rabbia Murtaza, Sunbal Siddique, Xiaomei Su, Xianjin Tang et Muhammad Afzaal. « Arsenic in Untreated and Treated Manure : Sources, Biotransformation, and Environmental Risk in Application on Soils : A Review ». Dans Soil Biology, 179–95. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-93671-0_12.
Texte intégralPham Ngoc, Thang, Behzad Fatahi et Hadi Khabbaz. « Impact of Liquid Whey Waste on Strength and Stiffness of Cement Treated Clay ». Dans New Developments in Soil Characterization and Soil Stability, 1–10. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95756-2_1.
Texte intégralMinz, Dror, Rachel Karyo et Zev Gerstl. « Effects of Treated Municipal Wastewater Irrigation on Soil Microbiology ». Dans Treated Wastewater in Agriculture, 351–81. Oxford, UK : Wiley-Blackwell, 2010. http://dx.doi.org/10.1002/9781444328561.ch11.
Texte intégralRohweder, U. « The Hamburg Utilization Concept for Excavated or Treated Soil, Residual Materials and Recycled Building Materials ». Dans Soil & ; Environment, 977–78. Dordrecht : Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-2018-0_185.
Texte intégralMeyenburg, G., C. Holz et D. Goetz. « Suitability of thermally treated soil material for the treatment of waters contaminated with heavy metals ». Dans Contaminated Soil ’95, 1303–4. Dordrecht : Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0421-0_124.
Texte intégralAnandha Kumar, S., et Evangelin Ramani Sujatha. « Compaction and Permeability Characteristics of Biopolymer-Treated Soil ». Dans Lecture Notes in Civil Engineering, 107–17. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5101-7_11.
Texte intégralActes de conférences sur le sujet "TREATED SOIL"
Lapointe, Emilie, Jonathan Fannin et Brian W. Wilson. « Cement-Treated Soil : Variation of UCS with Soil Type ». Dans Proceedings of the Fourth International Conference on Grouting and Deep Mixing. Reston, VA : American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412350.0037.
Texte intégralAlmajed, Abdullah, Hamed Khodadadi et Edward Kavazanjian. « Sisal Fiber Reinforcement of EICP-Treated Soil ». Dans IFCEE 2018. Reston, VA : American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481592.004.
Texte intégralVydehi, K. Venkata, Arif Ali Baig Moghal et Romana Mariyam Rasheed. « Shrinkage Characteristics of Biopolymer Treated Expansive Soil ». Dans Geo-Congress 2022. Reston, VA : American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484012.009.
Texte intégralEmery, Tenli W., Robert J. Stevens, Jashod Roy, Estefania Flores et W. Spencer Guthrie. « Soil-Water Characteristic Curves for Clayey Soil Treated with Cement or Lime ». Dans 2020 Intermountain Engineering, Technology and Computing (IETC). IEEE, 2020. http://dx.doi.org/10.1109/ietc47856.2020.9249212.
Texte intégralOsinubi, K. J., et A. A. Amadi. « Variations in Soil Water Characteristic Curves of Lateritic Soil Treated with Bentonite ». Dans GeoShanghai International Conference 2010. Reston, VA : American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41103(376)12.
Texte intégralHoyos, L. R., H. R. Thudi et A. J. Puppala. « Soil-Water Retention Properties of Cement Treated Clay ». Dans Geo-Denver 2007. Reston, VA : American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40906(225)4.
Texte intégralBhatia, Sudha, Reshmi S. Nair et Ved Prakash Mishra. « Nutrient Analysis of Soil Samples Treated with Agrochemicals ». Dans 2021 International Conference on Computational Intelligence and Knowledge Economy (ICCIKE). IEEE, 2021. http://dx.doi.org/10.1109/iccike51210.2021.9410729.
Texte intégralWagner Walker de Albuquerque Alves, Carlos Alberto Vieira de Azevedo, José Dantas Neto et José Tavares de Souza. « Fertirrigation with Treated Wastewater : Effect on Soil Fertility ». Dans 2007 Minneapolis, Minnesota, June 17-20, 2007. St. Joseph, MI : American Society of Agricultural and Biological Engineers, 2007. http://dx.doi.org/10.13031/2013.24068.
Texte intégralLiu, Shihui, et Lin Li. « Performance of MICP-Treated Soil against Environmental Deterioration ». Dans Geo-Congress 2023. Reston, VA : American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484661.016.
Texte intégralShankar, A. U. Ravi, Shivashankar R et N. Sachith Pai. « Load Deformation Behavior of Coir Mat Treated Soil ». Dans International Conference on Ground Improvement & Ground Control. Singapore : Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-3560-9_09-0908.
Texte intégralRapports d'organisations sur le sujet "TREATED SOIL"
Shivakumar, Pranavkumar, Kanika Gupta, Antonio Bobet, Boonam Shin et Peter J. Becker. Estimating Strength from Stiffness for Chemically Treated Soils. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317383.
Texte intégralMinz, Dror, Stefan J. Green, Noa Sela, Yitzhak Hadar, Janet Jansson et Steven Lindow. Soil and rhizosphere microbiome response to treated waste water irrigation. United States Department of Agriculture, janvier 2013. http://dx.doi.org/10.32747/2013.7598153.bard.
Texte intégralShenker, Moshe, Paul R. Bloom, Abraham Shaviv, Adina Paytan, Barbara J. Cade-Menun, Yona Chen et Jorge Tarchitzky. Fate of Phosphorus Originated from Treated Wastewater and Biosolids in Soils : Speciation, Transport, and Accumulation. United States Department of Agriculture, juin 2011. http://dx.doi.org/10.32747/2011.7697103.bard.
Texte intégralChefetz, Benny, et Jon Chorover. Sorption and Mobility of Pharmaceutical Compounds in Soils Irrigated with Treated Wastewater. United States Department of Agriculture, 2006. http://dx.doi.org/10.32747/2006.7592117.bard.
Texte intégralChefetz, Benny, et Jon Chorover. Sorption and Mobility of Pharmaceutical Compounds in Soils Irrigated with Treated Wastewater. United States Department of Agriculture, 2006. http://dx.doi.org/10.32747/2006.7709883.bard.
Texte intégralTerry Brown, Jeffrey Morris, Patrick Richards et Joel Mason. Effects of Irrigating with Treated Oil and Gas Product Water on Crop Biomass and Soil Permeability. Office of Scientific and Technical Information (OSTI), septembre 2010. http://dx.doi.org/10.2172/1007996.
Texte intégralGraber, Ellen R., Linda S. Lee et M. Borisover. An Inquiry into the Phenomenon of Enhanced Transport of Pesticides Caused by Effluents. United States Department of Agriculture, juillet 1995. http://dx.doi.org/10.32747/1995.7570559.bard.
Texte intégralAvnimelech, Yoram, Richard C. Stehouwer et Jon Chorover. Use of Composted Waste Materials for Enhanced Ca Migration and Exchange in Sodic Soils and Acidic Minespoils. United States Department of Agriculture, juin 2001. http://dx.doi.org/10.32747/2001.7575291.bard.
Texte intégralGillor, Osnat, Stefan Wuertz, Karen Shapiro, Nirit Bernstein, Woutrina Miller, Patricia Conrad et Moshe Herzberg. Science-Based Monitoring for Produce Safety : Comparing Indicators and Pathogens in Water, Soil, and Crops. United States Department of Agriculture, mai 2013. http://dx.doi.org/10.32747/2013.7613884.bard.
Texte intégralShillito, Rose, Markus Berli et Teamrat Ghezzehei. Quantifying the effect of subcritical water repellency on sorptivity : a physically based model. Engineer Research and Development Center (U.S.), juillet 2021. http://dx.doi.org/10.21079/11681/41054.
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