Littérature scientifique sur le sujet « SOIL-WATER CHARACTERISTICS CURE »
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Articles de revues sur le sujet "SOIL-WATER CHARACTERISTICS CURE"
Aniculaesi, Mircea, Irina Lungu et Anghel Stanciu. « Cure Time Effect on Compressibility Characteristics of Expansive Soils Treated with Eco-Cement ». Advanced Materials Research 587 (novembre 2012) : 129–33. http://dx.doi.org/10.4028/www.scientific.net/amr.587.129.
Texte intégralL. Tsai, K., C. M. Chan et P. C. Tan. « Compaction and CBR Characteristics of Sandy Clay Stabilised with Fibre-Mixed Binder ». International Journal of Engineering & ; Technology 7, no 4.14 (24 décembre 2019) : 343. http://dx.doi.org/10.14419/ijet.v7i4.14.27671.
Texte intégralBoutouba, Kheira, Ismail Benessalah, Ahmed Arab et Ahmed Djafar Henni. « Shear Strength Enhancement of Cemented Reinforced Sand : Role of Cement Content on the Macro-Mechanical Behavior ». Studia Geotechnica et Mechanica 41, no 4 (30 décembre 2019) : 200–211. http://dx.doi.org/10.2478/sgem-2019-0020.
Texte intégralNur, S. H., et Nofriana. « Shear Strength Behaviour of Sedimentary Soil Stabilized by Fly Ash ». IOP Conference Series : Earth and Environmental Science 1117, no 1 (1 décembre 2022) : 012057. http://dx.doi.org/10.1088/1755-1315/1117/1/012057.
Texte intégralRahmawan, Alfian, et Farid Ma'ruf. « PENCEGAHAN DEMAM BERDARAH PADA MASYARAKAT DUSUN MONGKRONG GUNUNG KIDUL ». SPEKTA (Jurnal Pengabdian Kepada Masyarakat : Teknologi dan Aplikasi) 1, no 1 (24 août 2020) : 35. http://dx.doi.org/10.12928/spekta.v1i1.2696.
Texte intégralGallegos-Fonseca, Gustavo, Julio Leal-Vaca et Eduardo Rojas-González. « Conductividad hidráulica de una arena limosa obtenida a partir de la curva característica ». Ingeniería, investigación y tecnología 12, no 3 (1 juillet 2011) : 285–90. http://dx.doi.org/10.22201/fi.25940732e.2011.12n3.028.
Texte intégralChoi. « Assessing Distribution of Degree of Saturation for Track Transition Zone Using Soil Water Characteristic Curve ». Journal of the Korean Society of Civil Engineers 35, no 2 (2015) : 515. http://dx.doi.org/10.12652/ksce.2015.35.2.0515.
Texte intégralMatula, S., M. Mojrová et K. Špongrová. « Estimation of the soil water retention curve (SWRC) using pedotransfer functions (PTFs) ». Soil and Water Research 2, No. 4 (7 janvier 2008) : 113–22. http://dx.doi.org/10.17221/2106-swr.
Texte intégralWang, Zehui, Kangning Xiong, Chenxu Wu, Ding Luo, Jie Xiao et Chuhong Shen. « Characteristics of Soil Moisture Variation in Agroforestry in Karst Region ». Land 12, no 2 (28 janvier 2023) : 347. http://dx.doi.org/10.3390/land12020347.
Texte intégralJia, Yinggang, Yuhan Liu et Jian Chen. « Comparison of Solidification Characteristics between Polymer-Cured and Bio-Cured Fly Ash in the Laboratory ». Polymers 15, no 5 (23 février 2023) : 1107. http://dx.doi.org/10.3390/polym15051107.
Texte intégralThèses sur le sujet "SOIL-WATER CHARACTERISTICS CURE"
AHMED, AATIF. « EXPERIMENTAL STUDY ON WETTING SOIL WATER CHARACTERISTIC CURVE OF SAND WITH MIXTURE OF BENTONITE CLAY ». Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18888.
Texte intégralTu, Hongyu. « Prediction of the Variation of Swelling Pressure and 1-D Heave of Expansive Soils with respect to Suction ». Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32515.
Texte intégralCuceoglu, Faik. « An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils ». Thesis, Virginia Tech, 2016. http://hdl.handle.net/10919/73673.
Texte intégralMaster of Science
Regmi, Sanjeev. « EFFECT OF PLASTICITY AND INITIAL COMPACTION CONDITIONS ON SOIL WATER CHARACTERISTICS CURVE OF FINE-GRAINED SOILS ». OpenSIUC, 2019. https://opensiuc.lib.siu.edu/theses/2625.
Texte intégralvan, Quang Pham. « Soil formation and soil moisture dynamics in agriculture fields in the Mekong Delta, Vietnam conceptual and numerical models ». Licentiate thesis, KTH, Land and Water Resources Engineering, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-10508.
Texte intégralPrevious studies of agricultural conditions in the Mekong Delta (MD) have identified soil compaction as an obstacle to sustainable production. A conceptual model for soil formation was presented to demonstrate the link between soil hydrology and plant response. Detailed studies of soil moisture dynamics in agricultural fields were conducted using a dynamic process-orientated model. Pressure head and water flow were simulated for three selected sites during a year for which empirical data were available. Daily meteorological data were used as dynamic input and measured pressure head was used to estimate parameter values that satisfied various acceptance criteria. The Generalised Likelihood Uncertainty Estimation (GLUE) approach was applied for calibration procedures with 10,000 runs, each run using random values within the chosen range of parameter values. To evaluate model performance and uncertainty estimation, re-sampling was carried out using coefficient of determination (R2) and mean error (ME) as the criteria. Correlations between parameters and R2 (and ME) and among parameters were also considered to analyse the relationship of the selected parameter set in response to increases/decreases in the acceptable simulations. The method was successful for two of the three sites, with many accepted simulations. For these sites, the uncertainty was reduced and it was possible to quantify the importance of the different parameters.
Vivian, Juliana Baum. « Utilização do método do papel filtro para a determinação das curvas características de um solo coluvionar não saturado contaminado com óleo diesel ». reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2008. http://hdl.handle.net/10183/14377.
Texte intégralThe unsaturated soil behavior can be determined through its soil-water characteristic curve, which represents the capacity of the soil to store water when submitted to different suction levels. When this soil is contaminated, its internal structure can be modified according to physical and chemical processes, thus changing the initial behavior. This dissertation proposes a test methodology to determine the total-suction soil-water characteristic curves of a contaminated soil at different diesel oil contents. The experimental program consisted of using the filter-paper method without contact between the sample and the paper, but with some modifications in relation to previously studied techniques. Some control tests were also carried out to check oil evaporation and its absortion by the filter paper. Besides, the samples were submitted to physical, mineralogical and chemical characterization, before and after contamination, to verify the possible changes. The studied material is a colluvium soil, constituted basically by sandstone, from the Botucatu Formation. This soil was previously studied by the filter-paper method with contact, and its soil water characteristic curve without contamination was already known. To compare the results, the proposed test methodology was also performed with non contaminated samples, showing a satisfactory agreement with the initial curve. The soil-water characteristic curves of this soil with a diesel oil content of 2%, 5%, 10% and 15% showed a "saddle" shape, indicating that both the microstructure and the macrostructure were influenced by the entrance and exit of water through the soil. However, the shape of the curve and the extent of its plateau changed according to the level of contamination. Increasing the oil content, the curve tends to a unimodal shape, with a behavior similar to granular soils. This statement was proved by the microstruture photographs, which showed an increase of sample porosity due to the increase of oil content. The time required to reach suction equilibrium during the tests varied between 7 to 30 days, according to the initial water content of the samples. The observed hysteresis had a small reduction with the increase of oil content. The control tests proved that oil evaporation and its absortion by the filter paper were insignificant in the whole test program.
Roshani, Pedram. « The Effect of Temperature on the SWCC and Estimation of the SWCC from Moisture Profile under a Controlled Thermal Gradient ». Thèse, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/31072.
Texte intégralLiu, Zhen. « Multiphysics Simulation and Innovative Characterization of Freezing Soils ». Case Western Reserve University School of Graduate Studies / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=case1350331910.
Texte intégralSilva, Angelita Martins da. « Banco de dados de curvas de retenção de água de solos brasileiros ». Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-27012006-043239/.
Texte intégralUnsaturated soil mechanics has become an important subject of research devoted to understand the behavior of unsaturated soils and optimize their use in several civil works. The soil-water characteristic curve, defined as the relationship between the suction and the amount of water present in the soil, is considered as the key in the interpretation of the behavior and properties of unsaturated soils, such as the hydraulic conductivity and the shear strength. This paper presents the structure of a database designed to store information of brazilian soils with focus in the characteristics of water retention. The database includes the retention curves and the parameters of adjusted van Genuchten and Fredlund & Xing equations and also information of soil characteristics such as physical indexes, soil classifications, particle-size analysis, consistency indexes and location and kind of used samples. Beyond the estimate of hydraulic conductivity, the database presents two search tools that allow for quick and detailed recovering of information and stored data can be displayed on screen or in printed reports
Feverharmel, Carolina. « Estudo da resistência ao cisalhamento e da condutividade hidráulica de solos coluvionares não saturados da Formação Serra Geral ». reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2007. http://hdl.handle.net/10183/13467.
Texte intégralThis thesis presents a study about the shear strength and hydraulic conductivity of two unsaturated colluvium soils situated at the border between the states of Rio Grande do Sul and Santa Catarina, along one of the Bolivia-Brazil Gas Pipeline stretches. These soils are constituted by sediments originated from Serra Geral (basalt – sample RO) and Botucatu formations (sandstone - sample AV). The research performed with these soils had its focus divided in two main parts: (1) direct measurements of shear strength and hydraulic conductivity function at different suction levels and (2) indirect prediction of these properties from the soil-water characteristic curves and saturated geotechnical parameters. The soilwater characteristic curves of AV and RO Samples, in undisturbed and remolded conditions (without and with previous drying), were determined with both the filter-paper technique and the suction-plate technique. The undisturbed and remolded samples without previous drying showed a bimodal shape. The desaturation is controlled by the macropores for low suction values and by the micropores, for higher values. For intermediary suctions values, practically no removal of water from the sample occurs, possibly due to the lack of intermediate pore sizes. The remolded samples with previous drying tend to present a shape close to unimodal. The influences of void ratio and the drying and wetting history in the shape of the soil-water characteristic curve are also discussed. The shear strength of the studied soils was determined with conventional and suction-controlled direct shear tests. The results obtained for undisturbed and remolded samples without previous drying allowed the determination of shear strength parameters c’, f’ e fb. For the direct measurement of hydraulic conductivity function, a flexible-wall permeameter was built, based on the model presented by Huang et al. (1998). This equipment was used for determining the unsaturated hydraulic conductivity function of Sample AV in different drying and wetting paths. The results showed that Samples AV in the three molding conditions - undisturbed and remolded without and with previous drying – reproduced the desaturation behavior showed by the soil-water characteristic curves. The hydraulic conductivity function presents initially a decrease for suctions up to 50 kPa, followed by a practically constant value, for suctions up to 90 kPa.
Chapitres de livres sur le sujet "SOIL-WATER CHARACTERISTICS CURE"
Leong, Eng-Choon, et Martin Wijaya. « Soil-water characteristic curve ». Dans Laboratory Tests for Unsaturated Soils, 161–93. Boca Raton : CRC Press, 2023. http://dx.doi.org/10.1201/b22304-10.
Texte intégralBello, Nura, Alfrendo Satyanaga, Gerarldo Davin Aventian, Sung-Woo Moon et Jong Kim. « Mathematical equations for modelling soil-water characteristic curve ». Dans Smart Geotechnics for Smart Societies, 2378–84. London : CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-367.
Texte intégralSillers, W. Scott, Delwyn G. Fredlund et Noshin Zakerzadeh. « Mathematical attributes of some soil—water characteristic curve models ». Dans Unsaturated Soil Concepts and Their Application in Geotechnical Practice, 243–83. Dordrecht : Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-015-9775-3_3.
Texte intégralLu, Youqian, Changfu Wei, Guoqing Cai et Chenggang Zhao. « Study on the Soil Water Characteristic Curve and Shear Strength Characteristics of Granite Soil with Different Weathered Degree ». Dans Proceedings of GeoShanghai 2018 International Conference : Multi-physics Processes in Soil Mechanics and Advances in Geotechnical Testing, 165–72. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0095-0_19.
Texte intégralAung, K. K., H. Rahardjo, E. C. Leong et D. G. Toll. « Relationship between porosimetry measurement and soil—water characteristic curve for an unsaturated residual soil ». Dans Unsaturated Soil Concepts and Their Application in Geotechnical Practice, 401–16. Dordrecht : Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-015-9775-3_9.
Texte intégralSitarenios, Panagiotis, Michael Bardanis et Michael Kavvadas. « Evaluation of Various Soil-Water Characteristic Curve Models for Soils from Greece ». Dans Unsaturated Soils : Research and Applications, 69–76. Berlin, Heidelberg : Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31343-1_9.
Texte intégralYan, Guanxi, Zi Li, Thierry Bore, Sergio Galindo-Torres, Stefan Schlaeger, Alexander Scheuermann et Ling Li. « An Experimental Platform for Measuring Soil Water Characteristic Curve Under Transient Flow Conditions ». Dans Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS), 231–38. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_26.
Texte intégralChen, Hui, Chang-Fu Wei, Rong-Tao Yan, Pan Chen et Pan-Pan Yi. « On The Determination of The Soil-Water Characteristic Curve Using The Pressure Plate Extrator ». Dans Advances in Environmental Geotechnics, 511–14. Berlin, Heidelberg : Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-04460-1_46.
Texte intégralElkady, Tamer Y., et Ahmed M. Al-Mahbashi. « Effect of Vertical Stress on the Soil Water Characteristic Curve of Highly Expansive Soils ». Dans Unsaturated Soils : Research and Applications, 165–72. Berlin, Heidelberg : Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31116-1_22.
Texte intégralTuller, Markus, et Dani Or. « Soil water retention and characteristic curve ». Dans Reference Module in Earth Systems and Environmental Sciences. Elsevier, 2022. http://dx.doi.org/10.1016/b978-0-12-822974-3.00105-1.
Texte intégralActes de conférences sur le sujet "SOIL-WATER CHARACTERISTICS CURE"
Zapata, Claudia E., William N. Houston, Sandra L. Houston et Kenneth D. Walsh. « Soil–Water Characteristic Curve Variability ». Dans Geo-Denver 2000. Reston, VA : American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40510(287)7.
Texte intégralZou, L., et E. C. Leong. « Soils with Bimodal Soil-Water Characteristic Curve ». Dans Second Pan-American Conference on Unsaturated Soils. Reston, VA : American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481684.006.
Texte intégralMahabadi, Nariman, Dirk BeGell, Xianglei Zheng, Leon van Paassen et Jaewon Jang. « The Soil Water Characteristic Curve for 3D Printed Soil Samples ». Dans Second Pan-American Conference on Unsaturated Soils. Reston, VA : American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481684.008.
Texte intégralNishimura, T., Y. Murasawa et T. Okami. « Estimating Air-Water Hydraulic Conductivity Using Soil-Water Characteristic Curve ». Dans Fourth International Conference on Unsaturated Soils. Reston, VA : American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)133.
Texte intégralMiao, Linchang, Fei Jing et Sandra L. Houston. « Soil-Water Characteristic Curve of Remolded Expansive Soils ». Dans Fourth International Conference on Unsaturated Soils. Reston, VA : American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)80.
Texte intégralLiu, Zhen, et Xiong Yu. « Influence of Contact Angle on Soil-Water Characteristic Curve ». Dans Geo-Congress 2014. Reston, VA : American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.402.
Texte intégralRojas, E., et F. Rojas. « A Probabilistic Model for the Soil-Water Characteristic Curve ». Dans Fourth International Conference on Unsaturated Soils. Reston, VA : American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)209.
Texte intégralYang, Heping, Cunran He, Jie Xiao et Wentao Zhan. « Analysis on Improvement Effect of Expansive Soil by Soil-Water Characteristic Curve ». Dans GeoHunan International Conference 2011. Reston, VA : American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47633(412)36.
Texte intégralOsinubi, K. J., et A. O. Eberemu. « Soil Water Characteristic Curve Parameters of Compacted Lateritic Soil Treated with Bagasse Ash ». Dans GeoShanghai International Conference 2010. Reston, VA : American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41103(376)11.
Texte intégralVelasquez, Edgar Daniel Rodriguez, et Vladik Kreinovich. « Scale-Invariance Ideas Explain the Empirical Soil-Water Characteristic Curve ». Dans 2020 IEEE Symposium Series on Computational Intelligence (SSCI). IEEE, 2020. http://dx.doi.org/10.1109/ssci47803.2020.9308136.
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