Littérature scientifique sur le sujet « WEAK SOIL »
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Articles de revues sur le sujet "WEAK SOIL"
Usmanov, Rustam, Ivan Mrdak, Nikolay Vatin et Vera Murgul. « Reinforced Soil Beds on Weak Soils ». Applied Mechanics and Materials 633-634 (septembre 2014) : 932–35. http://dx.doi.org/10.4028/www.scientific.net/amm.633-634.932.
Texte intégralZaitsev, A. A., et V. G. Ofrikhter. « THE RESULTS OF FIELD TESTS OF WEAK SOILS ». Construction and Geotechnics 10, no 2 (15 décembre 2019) : 56–65. http://dx.doi.org/10.15593/2224-9826/2019.2.05.
Texte intégralAkulova, Yu N., I. I. Sakharov et V. V. Lushnikov. « Strengthening of weak foundation soils with crushed stone piles ». Вестник гражданских инженеров 17, no 6 (2020) : 126–31. http://dx.doi.org/10.23968/1999-5571-2020-17-6-126-131.
Texte intégralAlsharef, Jamal M. A., Mohd Raihan Taha, Ali Akbar Firoozi et Panbarasi Govindasamy. « Potential of Using Nanocarbons to Stabilize Weak Soils ». Applied and Environmental Soil Science 2016 (2016) : 1–9. http://dx.doi.org/10.1155/2016/5060531.
Texte intégralLawrence, David M., et Julia M. Slingo. « Weak Land–Atmosphere Coupling Strength in HadAM3 : The Role of Soil Moisture Variability ». Journal of Hydrometeorology 6, no 5 (1 octobre 2005) : 670–80. http://dx.doi.org/10.1175/jhm445.1.
Texte intégralKopiika, Nadiia, et Yuriy Petrenko. « Analysis of the Weak Soil Behavior, Modified Through Cementation ». Advanced Journal of Graduate Research 7, no 1 (20 octobre 2019) : 27–36. http://dx.doi.org/10.21467/ajgr.7.1.27-36.
Texte intégralEisa, M. S., M. E. Basiouny, A. Mohamady et M. Mira. « Improving Weak Subgrade Soil Using Different Additives ». Materials 15, no 13 (24 juin 2022) : 4462. http://dx.doi.org/10.3390/ma15134462.
Texte intégralJayasree, Parameswaran K., et Musthafakunju Ansar. « Use of novel materials for reinforced soil walls on weak soils ». Proceedings of the Institution of Civil Engineers - Construction Materials 165, no 6 (décembre 2012) : 345–53. http://dx.doi.org/10.1680/coma.10.00038.
Texte intégralYadav, B. Manoj. « Improvement of weak soil by DSM method ». International Journal of Civil Engineering 4, no 6 (25 juin 2017) : 42. http://dx.doi.org/10.14445/23488352/ijce-v4i6p107.
Texte intégralLin, Chunxiu, Chang Xia, Zhen Liu et Cuiying Zhou. « A Comprehensive Correlation Study of Structured Soils in Coastal Area of South China about Structural Characteristics ». Journal of Marine Science and Engineering 10, no 4 (6 avril 2022) : 508. http://dx.doi.org/10.3390/jmse10040508.
Texte intégralThèses sur le sujet "WEAK SOIL"
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.
Texte intégralIncludes bibliographical references (leaves 163-170). Also available in electronic version. Access restricted to campus users.
A, Rashid Ahmad Safuan. « Behaviour of weak soils reinforced with soil columns formed by the deep mixing method ». Thesis, University of Sheffield, 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.548631.
Texte intégralWong, Kan-hok Ken. « Review of Menard pressuremeter test in weak rocks ». Click to view the E-thesis via HKUTO, 2003. http://sunzi.lib.hku.hk/hkuto/record/B4257724X.
Texte intégralWong, Kan-hok Ken, et 王勤學. « Review of Menard pressuremeter test in weak rocks ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B4257724X.
Texte intégralLey, George J. « A study of hard-setting behaviour of structurally weak tropical soils ». Thesis, University of Aberdeen, 1988. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU010493.
Texte intégralShorten, David. « The quantification and improvement of vehicle support capacity in a weak soil ». Thesis, Cranfield University, 2004. http://dspace.lib.cranfield.ac.uk/handle/1826/11193.
Texte intégralBowers, Keith Henry. « An appraisal of the New Austrian Tunnelling Method in soil and weak rock ». Thesis, University of Leeds, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.580652.
Texte intégralAlthoff, Sebastian. « Nutzung gering tragfähiger Böden für geokunststoffbewehrten Erdbau ». Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2015. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-162385.
Texte intégralGeosynthetics are durable polymeric products placed in soil to help solve civil engi-neering problems; one category of these is geogrids. Geogrids are polymers formed into an open, grid-like configuration and function primarily as soil reinforcement. Their use to reinforce soil with weak bearing capacity could have big ecological and economical advantages. Although geogrid use has grown in recent years, there is still limited design information available due to the wide variety of design configurations and soil variability. One of the key factors lacking for more widespread engineering implementation is a greater understanding of the interaction between various geogrids and soil combinations when exposed to different load effects. In more than 250 shear, pull-out, and friction tests, this interaction behavior was examined in detail. Fourteen general geogrids (sometimes additionally modified) using dif-ferent soil types were systematically tested in the Interaction Testing Device at the Geotechnical Institute of the TU Bergakademie Freiberg. Combining the huge quantity of test results with a theoretical analysis, the main parameters which affect soil behavior could be defined. Furthermore the Interaction Testing Device could be improved for test in future. Our analysis showed us that the roughness of the geogrid has more of a beneficial impact on the strength of frictional soils than it does for silty soils. Silty soils however, were more affected by the height of cross elements in the geogrid than other types. It was also observed that 3D elements in the cross machine direction improve the interaction behavior. Tests with geogrids which have a bigger ratio of opening size to mesh size showed higher adhesion values. The friction test results were more regular, had a uniform progress and had smaller differences between geogrid configurations. Therefore, conclusions with higher certainty could be drawn from the pull-out tests with the differential results. The present research contributes to the limited design information to help provide a better understanding of the interaction behavior. Furthermore, suggestions are given to use the laboratory detected results in real-world applications, one of which is the way of compaction to minimize the potential for creating a slip-surface between the geogrid and soil
Бережанська, С., et І. В. Маєвська. « Аналіз сучасних конструктивних рішень фундаментів малоповерхових будівель ». Thesis, ВНТУ, 2018. http://ir.lib.vntu.edu.ua//handle/123456789/20979.
Texte intégralThe basic constructive schemes of foundations for low-rise construction with a large thickness of clay soil are considered. The сalculation and design of selected competitive options, technical and economic comparison of constructive solutions and the choice of the most optimal ones are performed.
Quirke, SJ. « Abrasive wear testing of steels in soil ». Master's thesis, University of Cape Town, 1987. http://hdl.handle.net/11427/21798.
Texte intégralA survey has been made of the quality and type of materials used for tillage tools in South Africa. Conclusions have been drawn regarding the inadequacy of the manufacturing processes used and the resultant quality of the tool material. A rig has been designed for the abrasion testing of materials in soil. The reproducibility of the method has been shown to be high and an evaluation has been made of the relative wear resistance of a series of ·heat treated steels. A medium carbon boron steel has been shown to have great promise as a tillage tool material because of its high wear resistance and toughness. The deformed surface layers and the mechanisms of wear of steels subjected to field and laboratory abrasive testing has been examined. The removal of material through predominantly ploughing or cutting mechanisms has been shown to be dependent on the heat treatment and composition of the steels together with the nature of the abrasive. White surface layers have been observed to form on medium and high carbon steels subjected to soil abrasion. Suggestions have been advanced for their formation. Attempts have been made to assess the transferability of data between field and laboratory testing.
Livres sur le sujet "WEAK SOIL"
Sorokina, G. V. Engineering properties of weak soils at foundations of buildings. Rotterdam : A.A. Balkema, 1995.
Trouver le texte intégralConference, Geological Society of London Engineering Group. The engineering geology of weak rock. Rotterdam : A.A. Balkema, 1993.
Trouver le texte intégralEuropean conference on soil mechanics and geotechnical engineering (15 2011 Athènes). Proceedings of the 15th European conference on soil mechanics and geotechnical engineering : Geotechnics of hard soils-weak rocks = la géotechnique des sols indurés-roches tendres. Amsterdam : IOS press, 2011.
Trouver le texte intégralBrown, D. A. (Dan A.), National Research Council (U.S.). Transportation Research Board, National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials et United States. Federal Highway Administration, dir. Design guidelines for increasing the lateral resistance of highway-bridge pile foundations by improving weak soils. Washington, D.C : Transportation Research Board, 2011.
Trouver le texte intégralKristin, Carroccino, et Kilmer Ricci, dir. A journey into wholeness : Soul travel from Lent to Easter. Seattle, Wa : MSA Pub., 2014.
Trouver le texte intégralAndrus, Crystal. Simply-- woman ! : The 12-week body-mind-soul total transformation program. Carlsbad, Calif : Hay House, 2008.
Trouver le texte intégralWas im Gedächtnis bleiben soll : Das literarische Werk von Karin Gündisch. Hermannstadt : Schiller Verlag, 2014.
Trouver le texte intégralAndrus, Crystal. Simply-- woman ! : The 12-week body-mind-soul total transformation program. Carlsbad, Calif : Hay House, 2008.
Trouver le texte intégralAndrus, Crystal. Simply-- woman ! : The 12-week body-mind-soul total transformation program. Carlsbad, Calif : Hay House, 2008.
Trouver le texte intégralBrown, Dan, et Kyle Rollins. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils. Washington, D.C. : National Academies Press, 2011. http://dx.doi.org/10.17226/14574.
Texte intégralChapitres de livres sur le sujet "WEAK SOIL"
O’Donnell, B., A. Swarup, A. Sidiq, D. Robert et S. Setunge. « Guidelines for Enzymatic Soil Stabilization ». Dans Lecture Notes in Civil Engineering, 373–98. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_40.
Texte intégralYe, Wei-Min, Ya-Wei Zhang, Bao Chen et Shi-Fang Zhang. « Characteristics of Shear Strength of Unsaturated Weak Expansive Soil ». Dans Advances in Environmental Geotechnics, 505–10. Berlin, Heidelberg : Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-04460-1_45.
Texte intégralKoskinen, William C., Alegria Cabrera, Kurt A. Spokas, Lucia Cox, Jennifer L. Rittenhouse et Pamela J. Rice. « Effect of Carbonaceous Soil Amendments on Potential Mobility of Weak Acid Herbicides in Soil ». Dans Functions of Natural Organic Matter in Changing Environment, 497–500. Dordrecht : Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5634-2_90.
Texte intégralLiu, Chun, Qingyi Lin et Hang Zhang. « The application of PDA on weak soil in Fujian China ». Dans Application of Stress-Wave Theory to Piles, 279–83. London : Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-39.
Texte intégralKim, You-Seong, et Myoung-Soo Won. « Deformation Behaviors of Geosynthetic Reinforced Soil Walls on Shallow Weak Ground ». Dans Soil Stress-Strain Behavior : Measurement, Modeling and Analysis, 819–30. Dordrecht : Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6146-2_61.
Texte intégralFurukawa, Makoto, Shuichiro Yoshida et Naoto Nihei. « Evaluation of the Absorption of Different Forms of Cesium from Soil ». Dans Agricultural Implications of Fukushima Nuclear Accident (IV), 55–61. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-9361-9_7.
Texte intégralRosolem, Ciro A., Antonio P. Mallarino et Thiago A. R. Nogueira. « Considerations for Unharvested Plant Potassium ». Dans Improving Potassium Recommendations for Agricultural Crops, 147–62. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59197-7_6.
Texte intégralBadry, Pallavi, et Ravi Shankar Badry. « Seismic Soil Structure Interaction Analysis of Rigid Piled Isolated Footing for Mid Rise Building in a Weak Soil ». Dans Dynamic Soil-Structure Interaction for Sustainable Infrastructures, 27–39. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01920-4_3.
Texte intégralYin, Jianliang, Zhikui Liu, Zhanfei Gu, Yan Yan, Yong Xiong Xie et Bingyan Huang. « Effect of Dry-Wet Cycling on Shear Strength of Phyllite-Weathered Soil in Longsheng, Guilin ». Dans Lecture Notes in Civil Engineering, 479–94. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_42.
Texte intégralMangushev, Rashid, Evgeny Rybnov, Askar Zhussupbekov et Abdulla Omarov. « Investigation of the Work of the Lakhta Center in Weak Soil Foundations of St. Petersburg ». Dans XV International Scientific Conference “INTERAGROMASH 2022”, 2428–38. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21432-5_265.
Texte intégralActes de conférences sur le sujet "WEAK SOIL"
Vynnykov, Yuriy, et Roman Razdui. « Comparison of Settlements of Buildings on Soil-Cement Soil Bases Determined Analytically and by Long-Term Geodetic Observations ». Dans International Scientific Applied Conference "Problems of Emergency Situations". Switzerland : Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-x7fhpi.
Texte intégralNishimura, S., T. Shibata, T. Shuku et K. Imaide. « Geostatistical Analysis for Identifying Weak Soil Layers in Dikes ». Dans Geo-Risk 2017. Reston, VA : American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480724.048.
Texte intégralShivashankar, R., et J. Jayamohan. « Behaviour of Prestressed Reinforced Foundation Beds Overlying Weak Soil ». Dans Geo-Shanghai 2014. Reston, VA : American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413401.039.
Texte intégralTurner, E. L., J. Chevallier et V. Rapoport. « Placement of Mat-Supported Jackup Rig on Very Weak Soil ». Dans Offshore Technology Conference. Offshore Technology Conference, 1987. http://dx.doi.org/10.4043/5358-ms.
Texte intégralZaytsev, Andrey, Andrei Petriaev et Laura Černiauskaite. « Track structure reconstruction practice for the subgrade on weak foundation soil ». Dans Fifth International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/cetra.2018.972.
Texte intégralVijay, Roshni, et K. Ramya. « Application of Sisal Fibre for the Improvement of Weak Subgrade Soil ». Dans International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Singapore : Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-509.
Texte intégralSarač, Dino, Zhendong Li, Harkaman Gurung et Alwalid Alekrish. « FINITE ELEMENT ANALYSIS OF WEAK ROCK UNDERCUT REINFORCED WITH SOIL NAILS ». Dans GEO-EXPO. Društvo za geotehniku u Bosni i Hercegovini, 2018. http://dx.doi.org/10.35123/geo-expo_2018_19.
Texte intégralAl-Mansob, Ramez A., Lim Yi Jia, Jamal M. A. Alsharef, Taha M. Jassam, Jing Lin Ng, Shaban Ismael Albrka Ali et Salihah Binti Surol. « Effects of carbon-nanotube and lime on the weak soil stability ». Dans INTERNATIONAL CONFERENCE ON FOOD SCIENCE AND BIOTECHNOLOGY (FSAB 2021). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0073028.
Texte intégralSyed, Z. I., N. I. Alkhatib et Md Arifuzzaman. « Structural behavior of non-uniform mat foundation on weak sandy soil ». Dans 4th Smart Cities Symposium (SCS 2021). Institution of Engineering and Technology, 2021. http://dx.doi.org/10.1049/icp.2022.0375.
Texte intégralCramer, Chris H. « Comparing Weak- and Strong-Motion Spectral Ratios at the Turkey Flat Site Effects Test Area, Parkfield, California : Possible Nonlinear Soil Behavior ». Dans Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA : American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)11.
Texte intégralRapports d'organisations sur le sujet "WEAK SOIL"
Bishop, Megan, Jay Clausen, Samuel Beal et Patrick Sims. Comparison of the quantitation of heavy metals in soil using handheld LIBS, XRFS, and ICP-OES. Engineer Research and Development Center (U.S.), juin 2023. http://dx.doi.org/10.21079/11681/47182.
Texte intégralHonegger. L51990 Extended Model for Pipe Soil Interaction. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), août 2003. http://dx.doi.org/10.55274/r0010152.
Texte intégralChristoforidou, Eirini, Antonio Bobet, Tommy Nantung et Philippe L. Bourdeau. Use of Geosynthetics on Subgrade and on Low and Variable Fill Foundations. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317437.
Texte intégralWang, Yao, Jeehee Lim, Rodrigo Salgado, Monica Prezzi et Jeremy Hunter. Pile Stability Analysis in Soft or Loose Soils : Guidance on Foundation Design Assumptions with Respect to Loose or Soft Soil Effects on Pile Lateral Capacity and Stability. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317387.
Texte intégralLitaor, Iggy, James Ippolito, Iris Zohar et Michael Massey. Phosphorus capture recycling and utilization for sustainable agriculture using Al/organic composite water treatment residuals. United States Department of Agriculture, janvier 2015. http://dx.doi.org/10.32747/2015.7600037.bard.
Texte intégralVanderGheynst, Jean, Michael Raviv, Jim Stapleton et Dror Minz. Effect of Combined Solarization and in Solum Compost Decomposition on Soil Health. United States Department of Agriculture, octobre 2013. http://dx.doi.org/10.32747/2013.7594388.bard.
Texte intégralClausen, Jay, Michael Musty, Anna Wagner, Susan Frankenstein et Jason Dorvee. Modeling of a multi-month thermal IR study. Engineer Research and Development Center (U.S.), juillet 2021. http://dx.doi.org/10.21079/11681/41060.
Texte intégralEdwards, Lulu, Charles Weiss, J. Newman, Fred Nichols, L. Coffing et Quint Mason. Corrosion and performance of dust palliatives : laboratory and field studies. Engineer Research and Development Center (U.S.), septembre 2021. http://dx.doi.org/10.21079/11681/42125.
Texte intégralGarcia, Lyan, James Rowland et Jeb Tingle. Evaluation of geocell-reinforced backfill for airfield pavement repair. Engineer Research and Development Center (U.S.), décembre 2021. http://dx.doi.org/10.21079/11681/42550.
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