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Relevant bibliographies by topics / Behavior of silty sand

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Academic literature on the topic 'Behavior of silty sand'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "Behavior of silty sand"

1

Monkul, Mehmet Murat, and Jerry A. Yamamuro. "Influence of silt size and content on liquefaction behavior of sands." Canadian Geotechnical Journal 48, no. 6 (2011): 931–42. http://dx.doi.org/10.1139/t11-001.

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This study investigates the fines content influence on liquefaction potential of a single base sand mixed with three different essentially nonplastic silts through strain-controlled monotonic undrained triaxial compression tests. Confining stress (30 kPa) and deposition method (dry funnel deposition) were kept the same, while fines content was varied, to solely focus on how different silts and their contents influence the undrained response of the sand under comparable conditions. It was found that if the mean grain diameter ratio (D50-sand/d50-silt) of the sand grains to silt grains is suffic

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Huang, An-Bin, Huai-Houh Hsu, and Jia-Wei Chang. "The behavior of a compressible silty fine sand." Canadian Geotechnical Journal 36, no. 1 (1999): 88–101. http://dx.doi.org/10.1139/t98-090.

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Publications associated with sands are often limited to clean (i.e., little fines content), uniform, uncemented silica or quartz sand. On the other hand, the importance of mineral content, particle shapes, as well as gradation to the behavior of sand has long been recognized. Although systematic studies of sands other than clean quartz sand have been limited, there is increasing attention being paid to sands with an appreciable fines content. Because of a major construction project, extensive field and laboratory experiments were performed on a silty fine sand from Mai-Liao, which is located o

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3

Erten, D., and M. H. Maher. "Cyclic undrained behavior of silty sand." Soil Dynamics and Earthquake Engineering 14, no. 2 (1995): 115–23. http://dx.doi.org/10.1016/0267-7261(94)00035-f.

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Dahl, Karina R., Jason T. DeJong, Ross W. Boulanger, Robert Pyke, and Douglas Wahl. "Characterization of an alluvial silt and clay deposit for monotonic, cyclic, and post-cyclic behavior." Canadian Geotechnical Journal 51, no. 4 (2014): 432–40. http://dx.doi.org/10.1139/cgj-2013-0057.

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This paper presents a detailed characterization of the monotonic, cyclic, and post-cyclic behavior of two strata within a recent Holocene alluvial deposit of silty sand, sandy silt, silt, and clay. Stratum A is composed predominantly of very soft clay and very loose silt with plasticity indices ranging from 5 to 27, whereas stratum B is composed predominantly of very loose silty sand and sandy silt with plasticity indices ranging from 0 to 10. Characterization included in situ testing, undisturbed soil sampling and laboratory testing, and a field surcharge test section. Consolidation tests and

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Arif, Syed Mohd. "Influence of Coal Ash on Strength Behavior of Silty Sand." Journal of Advanced Research In Civil and Environmental Engineering 04, no. 04 (2017): 6–11. http://dx.doi.org/10.24321/2393.8307.201703.

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Zhang, Shi Min, and Gang Wei. "A Destructive Field Study on the Behavior of Pile under Ten." Advanced Materials Research 163-167 (December 2010): 4524–28. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.4524.

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This paper involves a destructive full-scale load test on long bored pile instrumented with strain gauges along the shaft. The load-displacement response, the distribution of axial force, and the thresholds of displacement for fully mobilizing the skin resistances in different soils in tension case were discussed in this paper. The field test results show that the measured tip resistance in the pile under tension is near zero during the whole loading, and the softening is accompanied with a reduction in skin friction when the skin friction is fully developed. It also can be investigated that t

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Dong, Qian, Liu Liu, and Long Hou. "Influence of Matric Suction on Shear Strength Behavior of Unsaturated Silty Sand." Advanced Materials Research 446-449 (January 2012): 1627–32. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1627.

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In order to research matrix suction how to influence the shear strengt of unsaturated silty sand. Based on the analysis of the Soil-water characteristic of unsaturated silty sand through pressure plate instrument test,the suction control direct shear tests under the different suction condition of unsaturated silty sand are studied. And then, the microscopic structure of two kinds soil sample with different water content are scanned to analyze the relationship between the matrix suction and the shear strengt of unsaturated silty sand. The results of the research show that unsaturated silty sand

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Lade, Poul V., and Jerry A. Yamamuro. "Evaluation of static liquefaction potential of silty sand slopes." Canadian Geotechnical Journal 48, no. 2 (2011): 247–64. http://dx.doi.org/10.1139/t10-063.

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The mechanism of instability in granular soils is explained and its requirement as a forerunner to the liquefaction of level or sloping ground is described. Case histories support the observation that it is silty sands that liquefy under static and a majority of earthquake-induced conditions. Recent experiments show that clean sands do not behave similarly to silty sands. Tests on loose, silty sand indicate a “reverse” behavior with respect to confining pressure and this violates the basic assumption that loose, silty sands behave similarly to loose, clean sands. Strong correlations between fi

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Wood, Fletcher M., Jerry A. Yamamuro, and Poul V. Lade. "Effect of depositional method on the undrained response of silty sand." Canadian Geotechnical Journal 45, no. 11 (2008): 1525–37. http://dx.doi.org/10.1139/t08-079.

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The results from a laboratory experimental study on silty sand are presented. Undrained triaxial compression tests were performed on Nevada sand containing nonplastic silt. All specimens underwent monotonic loading after isotropic consolidation to 25 kPa. Various depositional techniques were used to create specimens to compare their stress–strain behavior within three separate density ranges and three different silt contents. As density increased, the effect of the depositional method on the undrained behavior decreased. The influence of the depositional method on specimen behavior also was fo

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Xu, Xiangtian, Yubing Wang, Ruiqiang Bai, Caixia Fan, and Shuguang Hua. "Comparative studies on mechanical behavior of frozen natural saline silty sand and frozen desalted silty sand." Cold Regions Science and Technology 132 (December 2016): 81–88. http://dx.doi.org/10.1016/j.coldregions.2016.09.015.

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Dissertations / Theses on the topic "Behavior of silty sand"

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Shi, Liangyu. "Influence of artificial weak cementation on loose silty sand behavior /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20SHI.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 163-170). Also available in electronic version. Access restricted to campus users.

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Tedeschini, Lucia. "On the experimental behaviour of a silty sand and its modelling through Generalized Plasticity." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.

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La tesi contiene uno studio sperimentale sul comportamento di una sabbia limosa del sottosuolo della laguna veneta e propone un'interpretazione dei risultati sperimentali ottenuti alla luce dei presupposti teorici di un approccio costitutivo avanzato noto come "Plasticità Generalizzata". Il programma sperimentale è consistito nella realizzazione di prove edometriche e prove triassiali su campioni di sabbia provenienti dal sito di Treporti, situato in prossimità della bocca di Lido. La risposta sperimentale, in termini di modulo volumetrico, è stata messa a confronto con i risultati di a

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Bowman, April Joy. "Performance of silty sands and their use in flexible airfield pavement design." Thesis, University of Cambridge, 2019. https://www.repository.cam.ac.uk/handle/1810/287462.

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Traditionally, flexible pavement design relies on past experience and semi-empirical methods developed through a combination of element testing and modelling. Element testing in this area especially, has centred on the performance of clean sands. This is in conflict with actual practice where a wide range of fines and soil gradations could be present in a real-world project. This research investigates the characteristics of natural sands and examines the influence of these marginal materials in pavement design using element testing and controlled modelling of an actual flexible pavement system

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Ajorloo, Ali Mohammad. "Characterization of the mechanical behavior of improved loose sand for application in soil-cement deep mixing." Thesis, Lille 1, 2010. http://www.theses.fr/2010LIL10044/document.

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Les technologies de mélange de sol en profondeur (« deep mixing ») pour le soutènement des excavations sont de plus en plus utilisées dans le monde. Le mélange de sol en profondeur devient une alternative plus économique aux systèmes traditionnels de soutènement pour les travaux d'excavation, pour la conception des fondations superficielles, l'analyse de la stabilité des talus et de la liquéfaction des sols. Ceci nécessite un développement plus poussé des modèles décrivant le comportement mécanique des sols ainsi améliorés, comme base pour accroitre la sécurité et diminuer les coûts économique

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Yusa, Muhamad. "Aging and creep of non-plastic silty sand." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2015. http://hdl.handle.net/10092/10754.

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Soil aging refers to the increase in strength and stiffness that is exhibited over time after it is disturbed. It is common in granular soils, such as sands, occurring over periods from hours to years. There have been relatively numerous laboratory studies on sand aging phenomena. However the majority of these studies were conducted on relatively clean sand (fines content <5%) and were performed under isotropic condition. In nature, granular soils with fines content > 5% are not uncommon. This research is an attempt to gain further insight and understanding of mechanical aging on silty sand

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Rahardjo, Paulus P. "Evaluation of liquefaction potential of silty sand based on Cone Penetration Test." Diss., Virginia Polytechnic Institute and State University, 1989. http://hdl.handle.net/10919/53844.

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Liquefaction ls a phenomenon where a saturated soil can temporarily lose its shear strength during an earthquake as a result of the development of excess pore pressures. For the past 25 years since Iiquefaction phenomenon was first explained, it was thought to be mainly a problem with clean sand, and most of the research has focused on these soils. However, as case history information has come to light, it has become apparent that silty sands are commonly involved, and in some cases even silts. This has generated a need for knowledge about the response of silty sands and silts under seismic lo

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Valentine, Todd J. "Dynamic Testing of a Full-Scale Pile Cap with Dense Silty Sand Backfill." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd2021.pdf.

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Runnels, Immanuel Kaleoonalani. "Dynamic Full-Scale Testing of a Pile Cap with Loose Silty Sand Backfill." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd1854.pdf.

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Quimby, Michael James. "Liquefaction Mitigation in Silty Sands Using Stone Columns with Wick Drains." BYU ScholarsArchive, 2009. https://scholarsarchive.byu.edu/etd/2228.

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Stone column treatment is commonly used to mitigate liquefaction hazard in sandy soils. Research and experience indicate that this method is effective for clean sands but that it may not be effective for silts and sands with fines contents greater than 15-20%. An alternative to the stone column method involves supplementing stone column treatment with pre-fabricated vertical wick drains installed prior to the stone columns installation. Although this method is used in practice, there has not been a formal academic study of its effectiveness. This thesis evaluates seven different case histories

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Hoang, Ngoc Lan. "Etudes des propriétés hydromécaniques d’un sable limoneux : de la saturation partielle à la saturation complète." Thesis, Lyon, 2017. http://www.theses.fr/2017LYSET005/document.

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Cette thèse concerne la caractérisation expérimentale d’un sable limoneux provenant du barrage de Livet – Gavet (38) dans le cadre du projet ANR TerreDurable avec plusieurs objectifs : 1- Caractériser au travers d’essais de laboratoire le comportement hydromécanique d’un sable fin limoneux (sol A1 dans la classification GTR) en fonction de son état de saturation. Lors de cette étude, un accent particulier est porté sur la caractérisation de ce comportement dans le domaine proche de la saturation. 2- Interpréter le comportement hydrique du matériau sur chemin de drainage – imbibition en relatio

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Books on the topic "Behavior of silty sand"

1

Ruenkrairergsa, Teeracharti. Design, construction and performance of silty sand stabilized road base. Dept. of Highways, Ministry of Communications, 1985.

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Iskander, Magued. Behavior of Pipe Piles in Sand. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-13108-0.

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Evans, Howard Ensign. The sand wasps: Natural history and behavior. Harvard University Press, 2006.

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Sand Pail City. Out in Left Publishing/Andrews UK, 2011.

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George Sand, l'amoureuse. Editions Ramsay, 1992.

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Predictability of nearshore sandbar behavior. Koninklijk Nederlands Aardrijkskundig Genootschap, 2010.

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-L, Briaud J., Gibbens Robert, United States. Federal Highway Administration., and American Society of Civil Engineers., eds. Predicted and measured behavior of five spread footings on sand: Proceedings of a prediction symposium. American Society of Civil Engineers, 1994.

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Andrews, J. Barry. The behavior of iron oxide as an additive to no-bake sands for the reduction of casting defects. Carbon and Low Alloy Technical Research Committee, Steel Founders' Society of America, 1990.

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Beverley, Randell. Father Bear goes fishing. Nelson Price Milburn, 1993.

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Sasitharan, Sabanayagam. Collapse behavior of very loose sand. 1994.

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Book chapters on the topic "Behavior of silty sand"

1

El-Mamlouk, H. H., A. K. Hussein, and A. M. Hassan. "Cyclic Behavior of Nonplastic Silty Sand under Direct Simple Shear Loading." In Soil Stress-Strain Behavior: Measurement, Modeling and Analysis. Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6146-2_42.

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Srivastava, Akansha, and R. S. Dalvi. "Shear Behavior of Geotextile-Reinforced Silty Sand Using Static Triaxial Testing." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0886-8_12.

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Huang, A. B., and Y. T. Huang. "Static and Cyclic Behavior of a Silty Sand According to Tests on Undisturbed Samples." In Springer Proceedings in Physics. Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-35724-7_29.

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Al-Emami, Omar H., and Ammar A. Al-Sultan. "The Scale Effects on the Shear Strength Behavior of Silty Sand Soil in Direct Shear Tests." In Geotechnical Engineering and Sustainable Construction. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-6277-5_7.

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Hoyos, Laureano R., Claudia L. Velosa, and Anand J. Puppala. "Behaviour of Compacted Clayey Silty Sand under Suction-Controlled Ring Shear Testing." In Unsaturated Soils: Research and Applications. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31116-1_6.

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Borg, John, Andrew Van Vooren, Harold Sandusky, and Joshua Felts. "Sand Penetration: A Near Nose Investigation of a Sand Penetration Event." In Dynamic Behavior of Materials, Volume 1. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00771-7_44.

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Schumaker, Merit G., John P. Borg, Gregory Kennedy, and Naresh N. Thadhani. "Mesoscale Simulations of Dry Sand." In Dynamic Behavior of Materials, Volume 1. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06995-1_52.

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Kabir, Md E., and Weinong W. Chen. "Dynamic Triaxial Test on Sand." In Dynamic Behavior of Materials, Volume 1. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-8228-5_2.

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Gul, Nadeem, Bashir Ahmed Mir, and K. M. N. Saquib Wani. "Mechanical Behavior of Silty Soil Reinforced with Carbon Fibers." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6727-6_28.

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Kong, Yuxia, and Feifan Shen. "Stress-Dilatancy Behavior for Fiber-Reinforced Sand." In Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_53.

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Conference papers on the topic "Behavior of silty sand"

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Rabbi, A. T. M. Z., M. M. Rahman, and D. A. Cameron. "Undrained Behavior of Silty Glacial Sand." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.015.

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Amini, Zahra A., and Aurelian C. Trandafir. "Post-Liquefaction Shear Behavior of Bonneville Silty-Sand." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)95.

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Yamamuro, Jerry A., and Poul V. Lade. "Static Liquefaction and "Reverse" Behavior of Silty Sand." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.086.

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Zamani, Atefeh, and Brina M. Montoya. "Shearing and Hydraulic Behavior of MICP Treated Silty Sand." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480489.029.

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Yin, Z., and P. Y. Hicher. "Modeling the Impact of Internal Erosion on the Behavior of Silty Sand." In Fifth Biot Conference on Poromechanics. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412992.239.

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Jahid Iftekhar Alam, Md, S. C. R. Lo, and Gary Edward Matthews. "Pull–Out Resistance Behavior Of Indented Steel Strip Soil Reinforcement In Silty Sand." In 18th Southeast Asian Geotechnical Conference (18SEAGC) & Inaugural AGSSEA Conference (1AGSSEA). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-4948-4_274.

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Benavente-Huaman, Eduardo, Mauricio Navarro-Cardenas, and Gary Duran-Ramirez. "Strength Behaviour of Shredded Rubber Silty Sand Mixtures." In 2019 7th International Engineering, Sciences and Technology Conference (IESTEC). IEEE, 2019. http://dx.doi.org/10.1109/iestec46403.2019.00087.

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Nian, Tingkai, Pengcheng Yu, Meihui Diao, Miaojia Lu, and Chunan Liu. "Shear-Creep Behavior of Dredger Fill Silty Sands under Different Normal Pressure." In International Conference On Civil Engineering And Urban Planning 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412435.100.

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Baki, M. A. L., M. M. Rahman, and S. R. Lo. "Undrained Monotonic Behaviors of Silty Sand in Triaxial Extension Shearing." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.016.

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Qian, Yongmei, Zixuan Huang, Tongjian Lu, and Ruozhu Wang. "Research on the Moisture Content of Fine Silty Sand Affecting the Compressive Failure Behavior of the Concrete Expanded-Plates Pile." In 2016 International Forum on Energy, Environment and Sustainable Development. Atlantis Press, 2016. http://dx.doi.org/10.2991/ifeesd-16.2016.23.

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Reports on the topic "Behavior of silty sand"

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Martin, Bradley E., Md E. Kabir, Bo Song, and Wayne Chen. Compressive behavior of fine sand. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/984089.

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Antoun, T., E. Herbold, and S. Johnson. Dynamic Behavior of Sand: Annual Report FY 11. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1047780.

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Perkey, David, and Danielle Tarpley. Using geophysical and erosion properties to identify potential beneficial use applications for Atlantic Intracoastal Waterway sediments. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44825.

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In an effort to identify alternative and beneficial use placement strategies for dredged sediments from the Atlantic Intracoastal Waterway (AIWW), the US Army Corps of Engineers, Savannah District (SAS), and the US Army Engineer Research and Development Center (ERDC) performed a series of physical property tests of 34 core borings from the SAS AIWW. Physical property testing found that 14 of the borings were non-cohesive sandy materials that may be suitable for potential beach renourishment or berm construction. The remaining 20 borings had mud contents sufficient enough to result in cohesive

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Perkey, David W., Danielle R. N. Tarpley, and Renée M. Styles. Using Geophysical and Erosion Properties to Identify Potential Beneficial Use Applications for Atlantic Intracoastal Waterway Sediments. U.S. Army Engineer Research and Development Center, 2022. http://dx.doi.org/10.21079/11681/44906.

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In an effort to identify alternative and beneficial use placement strategies for dredged sediments from the Atlantic Intracoastal Waterway (AIWW), the US Army Corps of Engineers, Savannah District (SAS), and the US Army Engineer Research and Development Center (ERDC) performed a series of physical property tests of 34 core borings from the SAS AIWW. Physical property testing found that 14 of the borings were non-cohesive sandy materials that may be suitable for potential beach renourishment or berm construction. The remaining 20 borings had mud contents sufficient enough to result in cohesive

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Restrepo, J. M., and J. L. Bona. Structure and behavior of triad interactions for a Boussinesq system arising in a model for the formation sand ridges. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/205209.

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Li, Cheng, Xi Gao, Steven Rowan, Bryan Hughes, Jeremy Harris, and William Rogers. Experimental investigation on the binary/ternary fluidization behavior of Geldart D type spherical LDPE, Geldart D type cylindrical wood and Geldart B type sand particles. Office of Scientific and Technical Information (OSTI), 2021. http://dx.doi.org/10.2172/1776642.

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Tarpley, Danielle, and David Perkey. Impacts of Granular Activated Carbon (GAC) on erosion behavior of muddy sediment. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44841.

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Recent policy changes regarding the placement of dredged material have encouraged the USACE to increase its beneficial use (BU) of the sediments dredged from the nation’s navigation channels. A good portion of this material is fine grained (<63 μm), which traditionally has limited use in BU applications, in part due to its dispersive nature. A need exists to evaluate the potential of stabilizing and using fine-grained sediment (FGS) in BU projects. Previous studies have shown the addition of granular sand to FGS reduces the mobility of the bed. The potential of using Granular Activated Carb

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Quinn, Meghan. Geotechnical effects on fiber optic distributed acoustic sensing performance. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41325.

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Distributed Acoustic Sensing (DAS) is a fiber optic sensing system that is used for vibration monitoring. At a minimum, DAS is composed of a fiber optic cable and an optic analyzer called an interrogator. The oil and gas industry has used DAS for over a decade to monitor infrastructure such as pipelines for leaks, and in recent years changes in DAS performance over time have been observed for DAS arrays that are buried in the ground. This dissertation investigates the effect that soil type, soil temperature, soil moisture, time in-situ, and vehicle loading have on DAS performance for fiber opt

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Payer, Wei, and Kempe. L51964 Corrosion Rates on Aging Pipelines. Pipeline Research Council International, Inc. (PRCI), 2002. http://dx.doi.org/10.55274/r0011323.

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The objective of this project was to determine the pipeline steel corrosion rate beneath a sand layer and polymer coating. An analysis was performed to correlate the corrosion rate of steel with the permeability of oxygen through the coating. The effectiveness of cathodic protection was evaluated for various sand or coating conditions. The findings are based upon the results of experiments to measure (a) the corrosion rate and electrochemical behavior of steel, (b) the oxygen permeability in soils and through coatings, (c) the electrical properties of coatings and (d) the effects of carbon dio

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Tan, Peng, and Nicholas Sitar. Parallel Level-Set DEM (LS-DEM) Development and Application to the Study of Deformation and Flow of Granular Media. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2023. http://dx.doi.org/10.55461/kmiz5819.

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We present a systematic investigation of computational approaches to the modeling of granular materials. Granular materials are ubiquitous in everyday life and in a variety of engineering and industrial applications. Despite the apparent simplicity of the laws governing particle-scale interactions, predicting the continuum mechanical response of granular materials still poses extraordinary challenges. This is largely due to the complex history dependence resulting from continuous rearrangement of the microstructure of granular material, as well as the mechanical interlocking due to grain morph

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