Littérature scientifique sur le sujet « RETAINING WALL REINFORCED »
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Articles de revues sur le sujet "RETAINING WALL REINFORCED"
Shi, Wei, Jin Han et Yong Bin Li. « Study on the Role of Geogrid-Reinforced for Fly Ash Retaining Wall Basing on the Analysis of FLAC3D ». Advanced Materials Research 368-373 (octobre 2011) : 599–603. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.599.
Texte intégralAhn, Kwangkuk, et Hongsig Kang. « Behavior of Reinforced Retaining Walls with Different Reinforcement Spacing during Vehicle Collisions ». Advances in Materials Science and Engineering 2015 (2015) : 1–9. http://dx.doi.org/10.1155/2015/920628.
Texte intégralLi, Xupeng, Jianhui Long, Shiyi Guo, Manchun Yang, Tianxing Zhang, Chengji An et Yuanyuan Pei. « Experimental study on FBG sensing technology-based stress monitoring at the corners of reinforced soil retaining walls ». Science Progress 105, no 4 (octobre 2022) : 003685042211353. http://dx.doi.org/10.1177/00368504221135380.
Texte intégralZhu, Yalin, Kun Tan, Yin Hong, Ting Tan, Manrong Song et Yixian Wang. « Deformation of the Geocell Flexible Reinforced Retaining Wall under Earthquake ». Advances in Civil Engineering 2021 (8 avril 2021) : 1–11. http://dx.doi.org/10.1155/2021/8897009.
Texte intégralLin, Yu Liang, et Yi He Fang. « Settlement Behavior of New Reinforced Earth Retaining Walls under Loading-Unloading Cycles ». Applied Mechanics and Materials 256-259 (décembre 2012) : 215–19. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.215.
Texte intégralLazizi, A., H. Trouzine, A. Asroun et F. Belabdelouhab. « Numerical Simulation of Tire Reinforced Sand behind Retaining Wall Under Earthquake Excitation ». Engineering, Technology & ; Applied Science Research 4, no 2 (17 avril 2014) : 605–11. http://dx.doi.org/10.48084/etasr.427.
Texte intégralLeshchinsky, Dov, Baris Imamoglu et Christopher L. Meehan. « Exhumed Geogrid-Reinforced Retaining Wall ». Journal of Geotechnical and Geoenvironmental Engineering 136, no 10 (octobre 2010) : 1311–23. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000354.
Texte intégralLiang, Xiaoyong, Jing Jin, Guangqing Yang, Xizhao Wang, Quansheng Zhao et Yitao Zhou. « Performance of Modular-Reinforced Soil-Retaining Walls for an Intercity Railway during Service ». Sustainability 14, no 10 (17 mai 2022) : 6084. http://dx.doi.org/10.3390/su14106084.
Texte intégralKim, Young Je, Hyuk Sang Jung, Yong Joo Lee, Dong Wook Oh, Min Son et Hwan Hee Yoon. « Behaviour Analysis of Reinforced Soil Retaining Wall According to Laboratory Scale Test ». Applied Sciences 10, no 3 (30 janvier 2020) : 901. http://dx.doi.org/10.3390/app10030901.
Texte intégralZhang, Hong Bo, Jian Qing Wu, Ying Yong Li, Xiu Guang Song et Zhi Chao Xue. « Model Tests on Force Characteristics of Reinforced Retaining Wall ». Applied Mechanics and Materials 353-356 (août 2013) : 368–73. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.368.
Texte intégralThèses sur le sujet "RETAINING WALL REINFORCED"
Cheung, Kwong-chung. « Reinforced earth wall design & ; construction in northern access road for Cyberport Development / ». View the Table of Contents & ; Abstract, 2005. http://sunzi.lib.hku.hk/hkuto/record/B3676288X.
Texte intégralCheung, Kwong-chung, et 張光中. « Reinforced earth wall design & ; construction in northern access road for Cyberport Development ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B45014279.
Texte intégralImamoglu, Baris. « Case history strain and force distribution in HDPE reinforced wall / ». Access to citation, abstract and download form provided by ProQuest Information and Learning Company ; downloadable PDF file, 149 p, 2009. http://proquest.umi.com/pqdweb?did=1889078531&sid=8&Fmt=2&clientId=8331&RQT=309&VName=PQD.
Texte intégralPrincipal faculty advisors: Dov Leshchinsky and Christopher L. Meehan, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
Abele, Nathan Daniel. « A Field Study of Construction Deformations in a Mechanically Stabilized Earth Wall ». Connect to Online Resource-OhioLINK, 2006. http://rave.ohiolink.edu/etd/etdc/view?accnum=toledo1165597471.
Texte intégralTypescript. "Submitted as partial fulfillment of the requirements for the degree Master of Science in Civil Engineering." Bibliography: leaves 53-55.
Osman, Emad Abd El-Moniem Mohamed. « Experimental, theoretical and finite element analysis of a reinforced earth retaining wall including compaction and construction procedures ». Thesis, University of Glasgow, 1990. http://theses.gla.ac.uk/2820/.
Texte intégralHrvolová, Markéta. « Posouzení železobetonové konstrukce bytového domu ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240277.
Texte intégralHerrera, Gaspar Alex Enrique, et Silva Santisteban Rodrigo Silva. « Análisis técnico-económico entre un muro de gaviones y un muro de suelo reforzado como solución de estabilidad de taludes en la carretera Choropampa – Cospan (Cajamarca) ». Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2021. http://hdl.handle.net/10757/655858.
Texte intégralThis thesis analyzes and compares the two most common retaining wall systems in Peru: gabion walls and reinforced soil walls with Terramesh system. For this comparison, the project “improvement of the Choropampa-Cospán road in the region of Cajamarca” was chosen, where there are three critical sections with problems of constant landslides and slope instability caused by slopes very pronounced that would be generated if no retaining walls were used. The design of gabion walls is done with ASD methodology (Allowable Stress Design), which works with allowable stress design and uses a single global safety factor; the Gawacwin program was used to do that design. The design of reinforced soil walls uses LRFD (Load and Resistance Factor Design) methodology, which works with a design by the required strength and uses a safety factor for loading and another safety factor for resistance; for this the MSEW program was used. Once both systems are designed, we proceeded to perform a technical comparative analysis with the most important features of each system at construction; and an economic comparative analysis using reference budget for each system, where we calculated the cost of the materials used, workers, earthwork and specific activities to be carried out. Once obtained the results, we look for comparative ratios that allow us to get the cost per square meter of each system and the cost per square meter of each height. At the end of the investigation we concluded that the walls of reinforced soil are more economical for heights over four meters, so in the sections one and two are recommended using gabion walls, while in the section three are recommended the construction of reinforced soil retaining wall.
Tesis
Iacorossi, Matteo. « Centrifuge modeling of earth-reinforced retaining walls ». Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3369/.
Texte intégralAlhajj, Chehade Hicham. « Geosynthetic-Reinforced Retaining Walls-Deterministic And Probabilistic Approaches ». Thesis, Université Grenoble Alpes, 2021. http://www.theses.fr/2021GRALI010.
Texte intégralThe aim of this thesis is to assess the seismic internal stability of geosynthetic reinforced soil retaining walls. The work first deals with deterministic analyses and then focus on probabilistic ones. In the first part of this thesis, a deterministic model, based on the upper bound theorem of limit analysis, is proposed for assessing the reinforced soil wall safety factor or the required reinforcement strength to stabilize the structure. A spatial discretization technique is used to generate the rotational failure surface and give the possibility of considering heterogeneous backfills and/or to represent the seismic loading by the pseudo-dynamic approach. The cases of dry, unsaturated and saturated soils are investigated. Additionally, the crack presence in the backfill soils is considered. This deterministic model gives rigorous results and is validated by confrontation with existing results from the literature. Then, in the second part of the thesis, this deterministic model is used in a probabilistic framework. First, the uncertain input parameters are modeled using random variables. The considered uncertainties involve the soil shear strength parameters, seismic loading and reinforcement strength parameters. The Sparse Polynomial Chaos Expansion that consists of replacing the time expensive deterministic model by a meta-model, combined with Monte Carlo Simulations is considered as the reliability method to carry out the probabilistic analysis. Random variables approach neglects the soil spatial variability since the soil properties and the other uncertain input parameters, are considered constant in each deterministic simulation. Therefore, in the last part of the manuscript, the soil spatial variability is considered using the random field theory. The SIR/A-bSPCE method, a combination between the dimension reduction technique, Sliced Inverse Regression (SIR) and an active learning sparse polynomial chaos expansion (A-bSPCE), is implemented to carry out the probabilistic analysis. The total computational time of the probabilistic analysis, performed using SIR-SPCE, is significantly reduced compared to directly running classical probabilistic methods. Only the soil strength parameters are modeled using random fields, in order to focus on the effect of the spatial variability on the reliability results
Boyle, Stanley R. « Deformation prediction of geosynthetic reinforced soil retaining walls / ». Thesis, Connect to this title online ; UW restricted, 1995. http://hdl.handle.net/1773/10201.
Texte intégralLivres sur le sujet "RETAINING WALL REINFORCED"
Ling, Hoe I. Seismic testing : Geogrid reinforced soil structures faced with segmental retaining wall block : executive summary. Edina, MN : Allan Block Corp., 2003.
Trouver le texte intégralSarsby, R. W. Reinforced pulverized fuel ash retaining wall performance : Polymer reinforcement in fly ash bulk fill. S.l : s.n, 1987.
Trouver le texte intégralHoltz, R. D. Geosynthetic reinforced wall analysis phase II : Use of in-soil geosynthetic behavior to predict deformations. Olympia, Wash : Washington State Dept. of Transportation, 1998.
Trouver le texte intégralFumio, Tatsuoka, Leshchinsky Dov et International Symposium on Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls (1992 : Institute of Industrial Science, University of Tokyo), dir. Recent case histories of permanent geosynthetic-reinforced soil retaining walls. Rotterdam ; Brookfield, VT : A.A. Balkema, 1994.
Trouver le texte intégralGerber, Travis M. Assessing the long-term performance of mechanically stabilized earth walls. Washington, D.C : Transportation Research Board, 2012.
Trouver le texte intégralFrondistou-Yannas, S. Corrosion susceptibility of internally reinforced soil retaining structures. [Washington, D.C.] : U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, 1985.
Trouver le texte intégralInternational, Symposium on Geosynthetic-Reinforced Soil Retaining Walls (1991 Denver Colo ). Geosynthetic-reinforced soil retaining walls : Proceedings of the International Symposium on Geosynthetic-Reinforced Soil Retaining Walls, Denver, Colorado, 8-9 August 1991. Rotterdam : A.A. Balkema, 1992.
Trouver le texte intégralCarter, Jeffrey J. Seismic effects on the design of geosynthetic-reinforced earth retaining structures. Springfield, Va : Available from National Technical Information Service, 1998.
Trouver le texte intégralEdgell, G. J. Design guide for reinforced clay brickwork pocket-type retaining walls. Stoke-on-Trent : British Ceramic Research Assn, 1985.
Trouver le texte intégralAllen, Tony M. Application of the K-̥stiffness method to reinforce soil wall limit states design. [Olympia, Wash.] : Washington State Dept. of Transportation, 2001.
Trouver le texte intégralChapitres de livres sur le sujet "RETAINING WALL REINFORCED"
Jewell, R. A. « Reinforced Soil Wall Analysis and Behaviour ». Dans The Application of Polymeric Reinforcement in Soil Retaining Structures, 365–408. Dordrecht : Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_15.
Texte intégralBonaparte, Rudolph, et Gary R. Schmertmann. « Reinforcement Extensibility in Reinforced Soil Wall Design ». Dans The Application of Polymeric Reinforcement in Soil Retaining Structures, 409–57. Dordrecht : Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_16.
Texte intégralPisini, Sateesh, Swetha Thammadi et Sanjay Shukla. « Sustainability Study on Geosynthetic Reinforced Retaining Wall Construction ». Dans Lecture Notes in Civil Engineering, 765–73. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1831-4_68.
Texte intégralLi, Lihua, Junchao Yang, Zhi Hu, Henglin Xiao et Yongli Liu. « The Properties of Reinforced Retaining Wall Under Cyclic Loading ». Dans Proceedings of the 8th International Congress on Environmental Geotechnics Volume 3, 172–80. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2227-3_21.
Texte intégralOjha, Ratnesh, Ananya Srivastava et Vinay Bhushan Chauhan. « Study of Geosynthetic Reinforced Retaining Wall under Various Loading ». Dans Lecture Notes in Civil Engineering, 339–51. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9988-0_31.
Texte intégralFukuda, N., Y. Kameda, T. Yoshimura, K. Abe, K. Watanabe, T. Hara et Y. Kochi. « Environmental friendly reinforced retaining wall by using traditional stone masonry ». Dans New Horizons in Earth Reinforcement, 185–89. London : CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-24.
Texte intégralOkabayashi, K., et M. Kawamura. « Relation between wall displacement and optimum amount of reinforcements on the reinforced retaining wall ». Dans Slope Stability Engineering, 1015–20. London : Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-65.
Texte intégralWang, Haoyu, Ting Wang, Xiaoyi Chen, Zeliang Yan, Chao Yan, Jiaxuan Zhang, Huijie Deng et Junrui Zhang. « Simulation application of EPS lightweight soil in reinforced soil retaining wall ». Dans Advances in Frontier Research on Engineering Structures Volume 2, 522–29. London : CRC Press, 2023. http://dx.doi.org/10.1201/9781003363217-67.
Texte intégralBathurst, Richard J., et Robert M. Koerner. « Results of Class a Predictions for the RMC Reinforced Soil Wall Trials ». Dans The Application of Polymeric Reinforcement in Soil Retaining Structures, 127–71. Dordrecht : Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_4.
Texte intégralLópez, J. A., P. Serna et E. Camacho. « Structural Design and Previous Tests for a Retaining Wall Made with Precast Elements of UHPFRC ». Dans High Performance Fiber Reinforced Cement Composites 6, 437–44. Dordrecht : Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_53.
Texte intégralActes de conférences sur le sujet "RETAINING WALL REINFORCED"
Surendran, Arya, et Anjana Bhasi. « Numerical modelling of geosynthetic reinforced retaining wall ». Dans INTERNATIONAL CONFERENCE ON COMPUTATIONAL SCIENCES-MODELLING, COMPUTING AND SOFT COMPUTING (CSMCS 2020). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0045907.
Texte intégralKikumoto, Mamoru, Teruo Nakai, Shahin Md Hossain, Kenji Ishii, Asami Watanabe et Feng Zhang. « Mechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall ». Dans GeoShanghai International Conference 2010. Reston, VA : American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41108(381)41.
Texte intégralVaníček, Ivan, et Martin Vaníček. « Experiences from the High Geotextile Reinforced Retaining Wall – Case Study ». Dans The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.039.
Texte intégralIchikawa, S., N. Suemasa, T. Katada et Y. Toyosawa. « Analysis of a Reinforced Retaining Wall with Sliding Block Method ». Dans GeoShanghai International Conference 2006. Reston, VA : American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)36.
Texte intégralChao, Sao-Jeng, Nelson Chou et Ming-Woei Chou. « Creep Behavior of a Five Meter Geosynthetic Reinforced Soil Retaining Wall ». Dans GeoHunan International Conference 2011. Reston, VA : American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47631(410)22.
Texte intégralTANG, Xiao-Song, Ying-Ren ZHENG et Yong-Fu WANG. « Application and Analysis of the Reinforced Retaining Wall with Geo-grid ». Dans 2014 International Conference on Mechanics and Civil Engineering (icmce-14). Paris, France : Atlantis Press, 2014. http://dx.doi.org/10.2991/icmce-14.2014.86.
Texte intégralWang, L. Y., X. L. Du et F. X. Zhang. « Seismic Response of a Geogrid Reinforced Retaining Wall by Shaking Table Test ». Dans Geo-Shanghai 2014. Reston, VA : American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413425.053.
Texte intégralBueno, Benedito S., C. Vinicius S. Benjamim et Jorge G. Zornberg. « Field Performance of a Full-Scale Retaining Wall Reinforced with Nonwoven Geotextiles ». Dans Geo-Frontiers Congress 2005. Reston, VA : American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40787(166)1.
Texte intégralSasmayaputra, Nur Alfian, Agus Darmawan Adi et Fikri Faris. « Bamboo Mat as a Temporary Reinforced Soil Retaining Wall in a Railway Bed ». Dans International Conference on Technology and Vocational Teachers (ICTVT 2017). Paris, France : Atlantis Press, 2017. http://dx.doi.org/10.2991/ictvt-17.2017.14.
Texte intégralKonami, T., K. Miura, K. Misawa et S. Asahara. « Observational Construction of the Multi-Step Type Multi-Anchored Reinforced Soil Retaining Wall ». Dans Geo-Frontiers Congress 2005. Reston, VA : American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40787(166)14.
Texte intégralRapports d'organisations sur le sujet "RETAINING WALL REINFORCED"
Ebeling, Robert, et Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), mars 2021. http://dx.doi.org/10.21079/11681/39881.
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