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Relevant bibliographies by topics / RETAINING WALL REINFORCED

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Academic literature on the topic 'RETAINING WALL REINFORCED'

Author: Grafiati

Published: 11 September 2023

Last updated: 31 July 2025

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Journal articles on the topic "RETAINING WALL REINFORCED"

1

Shi, Wei, Jin Han, and 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 (October 2011): 599–603. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.599.

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Geogrid-reinforced retaining wall is widely used in civil engineering, the role of geogrid reinforcement and the calculations of reinforcement material in the retaining wall design need further refinement.This paper analyzes the fly ash retaining wall with and without reinforcement by using finite element software of FLAC3D,studys the impact of geogrid-reinforced function on the stability of fly ash retaining wall ,gets the design parameters of geogrid-reinforced fly ash retaining wall.The numerical results show that: the fly ash retaining walls' safety factor is lower when its height is great

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Ahn, Kwangkuk, and 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.

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Accidents involving vehicles crashing into reinforced retaining walls are increasing because of the increased construction of reinforced retaining walls on roads. Unlike a normal retaining wall, a reinforced retaining wall is not one united body but is made up of blocks. Hence, a reinforced wall can break down when a vehicle crashes into it. The behavior of such a wall during vehicle collision depends upon the reinforcement material used for its construction, its design, and the method of the construction. In this study, the behavior of a reinforced retaining wall was analyzed while changing t

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3

Li, Xupeng, Jianhui Long, Shiyi Guo, et al. "Experimental study on FBG sensing technology-based stress monitoring at the corners of reinforced soil retaining walls." Science Progress 105, no. 4 (2022): 003685042211353. http://dx.doi.org/10.1177/00368504221135380.

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As a unique type of flexible slope fill-retaining structure, reinforced soil-retaining walls have the advantages of convenient construction, broad application conditions, good seismic performance, and high economic benefits. In general, reinforced soil-retaining walls appear at corners due to the restriction in topographic conditions during engineering construction. However, their special structures and stress conditions are usually ignored, thus triggering panel bulging, cracking, and collapse. In this study, an experimental method based on fiber Bragg grating (FBG) sensing technology was pro

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Zhu, Yalin, Kun Tan, Yin Hong, Ting Tan, Manrong Song, and Yixian Wang. "Deformation of the Geocell Flexible Reinforced Retaining Wall under Earthquake." Advances in Civil Engineering 2021 (April 8, 2021): 1–11. http://dx.doi.org/10.1155/2021/8897009.

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As a new type of reinforced material, geocells are widely used in flexible reinforced retaining wall projects, and a lot of practical experience shows that the geocell retaining wall has a great effect on earthquake resistance, but theoretical research lags behind engineering practice, and the deformation and failure mechanism under earthquake need to be further studied. In this paper, we use the FLAC3D nonlinear, finite-difference method to study the failure mechanism of geocell-reinforced retaining walls under earthquake, to analyze the advantages of the geocell retaining wall in controlling

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Zhang, M. X., and W. T. Zhong. "Numerical analysis of the working performance of ring combination reinforced retaining wall." IOP Conference Series: Earth and Environmental Science 1335, no. 1 (2024): 012022. http://dx.doi.org/10.1088/1755-1315/1335/1/012022.

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Abstract In this study, a new combined reinforcement structure suitable for reinforced soil-retaining walls is proposed. FLAC 3D finite element software was used to establish three-dimensional numerical models of reinforced soil retaining walls with different forms of reinforcement, and the effects of reinforced rings on the mechanical and deformation characteristics of retaining walls, as well as the mechanism of the reinforced rings working with horizontal geogrids, were investigated. The test results verified the superiority of the ring combination-reinforced structure in bearing and deform

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Lin, Yu Liang, and Yi He Fang. "Settlement Behavior of New Reinforced Earth Retaining Walls under Loading-Unloading Cycles." Applied Mechanics and Materials 256-259 (December 2012): 215–19. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.215.

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Three new types of reinforced earth structures were introduced including reinforced gabion retaining wall, green reinforced gabion retaining wall and flexible wall face geogrid reinforced earth retaining wall. In order to study settlement behavior of these three retaining walls, lab tests were carried out. Cyclic loading-unloading of different levels (0~50kPa, 0~100kPa, 0~150kPa, 0~200kPa, 0~250kPa, 0~300kPa, 0~350kPa) were imposed. The settlement behaviors of retaining walls were analyzed, and secant modulus when loading and unloading was obtained. Results show that retaining walls present gr

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7

Lazizi, A., H. Trouzine, A. Asroun, and F. Belabdelouhab. "Numerical Simulation of Tire Reinforced Sand behind Retaining Wall Under Earthquake Excitation." Engineering, Technology & Applied Science Research 4, no. 2 (2014): 605–11. http://dx.doi.org/10.48084/etasr.427.

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This paper studies the numerical simulations of retaining walls supporting tire reinforced sand subjected to El Centro earthquake excitation using finite element analysis. For this, four cases are studied: cantilever retaining wall supporting sand under static and dynamical excitation, and cantilever retaining wall supporting waste tire reinforced sand under static and dynamical excitation. Analytical external stability analyses of the selected retaining wall show that, for all four cases, the factors of safety for base sliding and overturning are less than default minimum values. Numerical an

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Lazizi, A., H. Trouzine, A. Asroun, and F. Belabdelouhab. "Numerical Simulation of Tire Reinforced Sand behind Retaining Wall Under Earthquake Excitation." Engineering, Technology & Applied Science Research 4, no. 2 (2014): 605–11. https://doi.org/10.5281/zenodo.14039.

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This paper studies the numerical simulations of retaining walls supporting tire reinforced sand subjected to El Centro earthquake excitation using finite element analysis. For this, four cases are studied: cantilever retaining wall supporting sand under static and dynamical excitation, and cantilever retaining wall supporting waste tire reinforced sand under static and dynamical excitation. Analytical external stability analyses of the selected retaining wall show that, for all four cases, the factors of safety for base sliding and overturning are less than default minimum values. Numerical an

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9

Liang, Xiaoyong, Jing Jin, Guangqing Yang, Xizhao Wang, Quansheng Zhao, and Yitao Zhou. "Performance of Modular-Reinforced Soil-Retaining Walls for an Intercity Railway during Service." Sustainability 14, no. 10 (2022): 6084. http://dx.doi.org/10.3390/su14106084.

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In order to investigate the mechanical behavior of reinforced soil-retaining walls during service, this paper carried out a long-term remote observation test for 6 years on the modular-reinforced soil-retaining wall of the Qingrong intercity railway in eastern China’s Shandong Province. During the construction period, earth pressure boxes, flexible displacement meters, settlement pipes and displacement meters were buried to observe the soil pressure, reinforcement strain, horizontal displacement and settlement of the reinforced earth-retaining wall, respectively, for a long time; then, the res

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Kim, Young Je, Hyuk Sang Jung, Yong Joo Lee, Dong Wook Oh, Min Son, and Hwan Hee Yoon. "Behaviour Analysis of Reinforced Soil Retaining Wall According to Laboratory Scale Test." Applied Sciences 10, no. 3 (2020): 901. http://dx.doi.org/10.3390/app10030901.

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Reinforced soil retaining wall are ground structures that can be readily seen all around us. The development of reinforcements to these walls and their demand have increased rapidly. These walls are advantageous because they can be used not only in simple construction compared with reinforced concrete retaining walls but also when the height of the wall needs to be higher. However, unlike reinforced concrete retaining walls, in which the walls are integrated and resist the earth pressure on the back, the block-type reinforced earth retaining wall method secures its structural stability by fric

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Dissertations / Theses on the topic "RETAINING WALL REINFORCED"

1

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.

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Cheung, Kwong-chung, and 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.

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Imamoglu, 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.

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Thesis (M.C.E.)--University of Delaware, 2009.<br>Principal faculty advisors: Dov Leshchinsky and Christopher L. Meehan, Dept. of Civil & Environmental Engineering. Includes bibliographical references.

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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.

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Thesis (M.S.C.E.)--University of Toledo, 2006.<br>Typescript. "Submitted as partial fulfillment of the requirements for the degree Master of Science in Civil Engineering." Bibliography: leaves 53-55.

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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/.

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This thesis is concerned with an experimental and theoretical study of the behaviour of a reinforced earth retaining wall built on a rigid foundation, during and after construction with special attention paid to the effect of the compaction process. The theory and development of reinforced earth, four case histories, and tests on full scale models and small scale models related to the effects of compaction and current design methods have been reviewed with comments. The research work is tackled on two fronts: - Experimental model study. - Theoretical studies. 1) Experimental model study The mo

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Hrvolová, Markéta. "Posouzení železobetonové konstrukce bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240277.

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The aim of the diploma thesis is static solution of selected parts of the residental house with formwork drawings and reinforcement drawings of designed structures included. Project describes the design and assessment of the monolitic slab structure, precast stair flights, basement loadbearing wall and retaining wall. For calculation of the internal forces was used software Scia Engineer.

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Herrera, Gaspar Alex Enrique, and 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.

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La presente tesis busca analizar y comparar los dos sistemas de muro de contención más importantes en el Perú: muros de gaviones y muros de suelo reforzado con el sistema terramesh. Para esto, se tomará el proyecto de mejoramiento de la carretera Choropampa-Cospán en la región de Cajamarca, donde se presentan tres tramos críticos debido a los constantes derrumbes y a la inestabilidad de taludes en dichas zonas ocasionado por las pendientes muy pronunciadas que se generarían si no se utilizase muros de contención. Para el diseño de muros de gaviones se utilizó la metodología ASD (Allowable

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Iacorossi, Matteo. "Centrifuge modeling of earth-reinforced retaining walls." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/3369/.

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Object of this thesis has been centrifuge modelling of earth reinforced retaining walls with modular blocks facing in order to investigate on the influence of design parameters, such as length and vertical spacing of reinforcement, on the behaviour of the structure. In order to demonstrate, 11 models were tested, each one with different length of reinforcement or spacing. Each model was constructed and then placed in the centrifuge in order to artificially raise gravitational acceleration up to 35 g, reproducing the soil behaviour of a 5 metre high wall. Vertical and horizontal displacements

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Alhajj, Chehade Hicham. "Geosynthetic-Reinforced Retaining Walls-Deterministic And Probabilistic Approaches." Thesis, Université Grenoble Alpes, 2021. http://www.theses.fr/2021GRALI010.

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L'objectif de cette thèse est de développer, dans le cadre de la mécanique des sols, des méthodes d’analyse de la stabilité interne des murs de soutènement renforcés par géosynthétiques sous chargement sismique. Le travail porte d'abord sur des analyses déterministes, puis est étendu à des analyses probabilistes. Dans la première partie de cette thèse, un modèle déterministe, basé sur le théorème cinématique de l'analyse limite, est proposé pour évaluer le facteur de sécurité d’un mur en sol renforcé ou la résistance nécessaire du renforcement pour stabiliser la structure. Une technique de dis

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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.

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Books on the topic "RETAINING WALL REINFORCED"

1

Ling, Hoe I. Seismic testing: Geogrid reinforced soil structures faced with segmental retaining wall block : executive summary. Allan Block Corp., 2003.

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2

Holtz, R. D. Geosynthetic reinforced wall analysis phase II: Use of in-soil geosynthetic behavior to predict deformations. Washington State Dept. of Transportation, 1998.

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3

Sarsby, R. W. Reinforced pulverized fuel ash retaining wall performance: Polymer reinforcement in fly ash bulk fill. s.n, 1987.

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Gerber, Travis M. Assessing the long-term performance of mechanically stabilized earth walls. Transportation Research Board, 2012.

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5

Fumio, Tatsuoka, Leshchinsky Dov, and International Symposium on Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls (1992 : Institute of Industrial Science, University of Tokyo), eds. Recent case histories of permanent geosynthetic-reinforced soil retaining walls. A.A. Balkema, 1994.

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6

Carter, Jeffrey J. Seismic effects on the design of geosynthetic-reinforced earth retaining structures. Available from National Technical Information Service, 1998.

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7

Frondistou-Yannas, S. Corrosion susceptibility of internally reinforced soil retaining structures. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, 1985.

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8

International, 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. A.A. Balkema, 1992.

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9

Edgell, G. J. Design guide for reinforced clay brickwork pocket-type retaining walls. British Ceramic Research Assn, 1985.

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10

E, Barry P., Christopher R, United States. Federal Highway Administration., and Earth Engineering & Sciences, Inc., eds. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines: FHWA demonstration project 82, Reinforced soil structures MSEW and RSS. U.S. Dept. of Transportation, Federal Highway Administration, 1997.

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Book chapters on the topic "RETAINING WALL REINFORCED"

1

Jewell, R. A. "Reinforced Soil Wall Analysis and Behaviour." In The Application of Polymeric Reinforcement in Soil Retaining Structures. Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_15.

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2

Bonaparte, Rudolph, and Gary R. Schmertmann. "Reinforcement Extensibility in Reinforced Soil Wall Design." In The Application of Polymeric Reinforcement in Soil Retaining Structures. Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_16.

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Pisini, Sateesh, Swetha Thammadi, and Sanjay Shukla. "Sustainability Study on Geosynthetic Reinforced Retaining Wall Construction." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1831-4_68.

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Li, Lihua, Junchao Yang, Zhi Hu, Henglin Xiao, and Yongli Liu. "The Properties of Reinforced Retaining Wall Under Cyclic Loading." In Proceedings of the 8th International Congress on Environmental Geotechnics Volume 3. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2227-3_21.

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Ojha, Ratnesh, Ananya Srivastava, and Vinay Bhushan Chauhan. "Study of Geosynthetic Reinforced Retaining Wall under Various Loading." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9988-0_31.

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Fukuda, N., Y. Kameda, T. Yoshimura, et al. "Environmental friendly reinforced retaining wall by using traditional stone masonry." In New Horizons in Earth Reinforcement. CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-24.

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Okabayashi, K., and M. Kawamura. "Relation between wall displacement and optimum amount of reinforcements on the reinforced retaining wall." In Slope Stability Engineering. Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-65.

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Bathurst, Richard J., and Robert M. Koerner. "Results of Class a Predictions for the RMC Reinforced Soil Wall Trials." In The Application of Polymeric Reinforcement in Soil Retaining Structures. Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_4.

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Çoşut, Muhammed, Gebrail Bekdaş, and Sinan Melih Nigdeli. "The Cost Optimization of Reinforced Concrete Retaining Wall with Different Algorithms." In Intelligent Computing and Optimization. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-50151-7_28.

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Wang, Haoyu, Ting Wang, Xiaoyi Chen, et al. "Simulation application of EPS lightweight soil in reinforced soil retaining wall." In Advances in Frontier Research on Engineering Structures Volume 2. CRC Press, 2023. http://dx.doi.org/10.1201/9781003363217-67.

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Conference papers on the topic "RETAINING WALL REINFORCED"

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Elawdi, Ahmad Hossen, Megha Kulkarni, CH Hussaian Basha, Shaik Rafikiran, and M. Manohar. "Improved Flower Pollination Algorithm Based Optimum Design of Reinforced Concrete Retaining Walls." In 2024 International Conference on Integrated Intelligence and Communication Systems (ICIICS). IEEE, 2024. https://doi.org/10.1109/iciics63763.2024.10859574.

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McCaffrey, Kevin L. "Stray Current Control for Steel-Reinforced Concrete Light Rail Bridges." In CORROSION 2005. NACE International, 2005. https://doi.org/10.5006/c2005-05244.

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Abstract Light rail transit is often considered a rebirth of the electric streetcar that prevailed in many U.S. cities during the first half of the twentieth century, Although there are similarities between modern light rail (LRT) systems and the streetcar systems of the past, many design parameters used for LRT systems are based on time-proven subway or “heavy rail” system designs. Stray current control measures developed for heavy rail systems for steel-reinforced concrete tunnels, retaining walls, and bridges are commonly used for reinforced concrete LRT structures. This paper describes var

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Peratta, A., J. Baynham, and R. Adey. "Mathematical Modeling Applications in Reinforced Concrete Structures." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10118.

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Abstract The most commonly recognized causes of de-passivation of reinforcing steel in concrete structures in industrial environments are chloride penetration and loss of alkalinity due to carbonization, but in addition stray current may be a cause of localized accelerated corrosion. In several cases including roadwork structures, bridges, retaining walls and marine structures, cathodic protection has proven to be an effective means to control corrosion. Cathodic protection of reinforcement bars in concrete may be provided by sacrificial, impressed current, or combined systems. The performance

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Surendran, Arya, and Anjana Bhasi. "Numerical modelling of geosynthetic reinforced retaining wall." In INTERNATIONAL CONFERENCE ON COMPUTATIONAL SCIENCES-MODELLING, COMPUTING AND SOFT COMPUTING (CSMCS 2020). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0045907.

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Kikumoto, Mamoru, Teruo Nakai, Shahin Md Hossain, Kenji Ishii, Asami Watanabe, and Feng Zhang. "Mechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall." In GeoShanghai International Conference 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41108(381)41.

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Vaníček, Ivan, and Martin Vaníček. "Experiences from the High Geotextile Reinforced Retaining Wall – Case Study." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.039.

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Paper describes experiences obtained during the construction of high soil reinforced retaining wall. Such walls are now used during the foundation of large logistic and distribution centres on inclined terrain. First problems appeared roughly 2 years after the wall construction, when wide tensile cracks on the fill surface were observed behind the zone of reinforcement. First step of problem evaluation showed that this crack is connected to wall overturning. Therefore the reconstruction was recommended, upper part was removed and constructed under new evaluation of all relevant limit states an

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Trbović, Nikola, and Boris Kereš. "Remediation of the Landslide and Retaining Wall Sučević." In 4th European Regional Conference of IAEG. University of Zagreb Faculty of Civil Engineering, 2024. https://doi.org/10.5592/co/euroengeo.2024.112.

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On the state road DC 1, section Gračac - Knin, instability appeared under the existing reinforced concrete retaining wall in the form of a translational landslide. The landslide covered an area with a width of 60-65 m, a length of 90-115 m, and the depth of the sliding surface is at an average depth of 6 m. In total, about 35,000 m3 of material was removed. As a result of the instability in question, the foundation of the existing reinforced concrete wall was undermined, which reduces the stability of the wall and the entire road above the wall. The remediation of the landslide provided by the

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Ichikawa, S., N. Suemasa, T. Katada, and Y. Toyosawa. "Analysis of a Reinforced Retaining Wall with Sliding Block Method." In GeoShanghai International Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)36.

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Chao, Sao-Jeng, Nelson Chou, and Ming-Woei Chou. "Creep Behavior of a Five Meter Geosynthetic Reinforced Soil Retaining Wall." In GeoHunan International Conference 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47631(410)22.

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TANG, Xiao-Song, Ying-Ren ZHENG, and Yong-Fu WANG. "Application and Analysis of the Reinforced Retaining Wall with Geo-grid." In 2014 International Conference on Mechanics and Civil Engineering (icmce-14). Atlantis Press, 2014. http://dx.doi.org/10.2991/icmce-14.2014.86.

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Reports on the topic "RETAINING WALL REINFORCED"

1

Morsy, Amr, and Islam Ebo. Development of Physics-Based Deterioration Models for Reinforced Soil Retaining Structures. Mineta Transportation Institute, 2025. https://doi.org/10.31979/mti.2024.2360.

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Reinforced soil walls are key earth retention features in the transportation infrastructure. They are used to support and retain soil in a wide variety of crucial structures, such as highways, bridges, and railways, to ensure stability. They also provide solutions for constructing embankments and slopes in constrained spaces, allowing for efficient land use and improved infrastructure planning. This study used advanced numerical modeling to improve the understanding of the behavior and long-term performance of the aging reinforced soil walls from the 1970s for asset management purposes. An ass

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Ebeling, Robert, та 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.), 2021. http://dx.doi.org/10.21079/11681/39881.

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This technical report documents the second of a two-phase research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates geotechnical as well as structural design limit states for design of the U.S. Army Corps of Engineers (USACE) reinforced concrete, hydraulic navigation structures. To this end, this R&D effort extends reliability procedures that have been developed for other non-USACE structural systems to encompass USACE hydraulic structures. Many of these reinforced concrete, hydraulic structur

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Turner, Andrew. Effect of Coupling on A-Walls for Slope Stabilization. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2015-land-1.

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A-Walls are retaining structures composed of at least two rows of regularly spaced deep foundation elements battered in opposing directions and connected through a grade beam to mitigate movements of a slope or embankment on soft soils. While A-Walls are commonly constructed using micropiles, they can be constructed using any type of deep foundation element. For example, Gómez, et al. ( 2013) described the use of a large A-Wall for mitigation of lateral movements of the North Plaza of the Jefferson Memorial in Washington, D.C. The lateral movements accompanied settlement of the edge of the fil

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