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Dissertations / Theses on the topic 'RETAINING WALL REINFORCED'

Author: Grafiati

Published: 11 September 2023

Last updated: 31 July 2025

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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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3

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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4

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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5

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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6

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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8

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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9

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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10

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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11

Lee, Wei F. "Internal stability analyses of geosynthetic reinforced retaining walls /." Thesis, Connect to this title online; UW restricted, 2000. http://hdl.handle.net/1773/10159.

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12

Gammage, Paul J. "Centrifuge modelling of soil nailed walls." Thesis, Cardiff University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.262723.

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13

Bailey, Rosslyn. "The properties and applications of fibre-reinforced sand in geotechnical structures." Thesis, University of the West of Scotland, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.311780.

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14

Kang, Beongjoon. "Framework for design of geosynthetic reinforced segmental retaining walls." Thesis, University of Delaware, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=3613014.

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<p>This thesis is concerned with a design-oriented formulation of reinforced Segmental Retaining Wall (SRW) structures. The formulation follows the concept of the safety map used in slope stability analysis. It calculates the minimum tensile force requirement along each reinforcement layer by utilizing limit equilibrium method with log spiral surface. In the formulation, the force in the reinforcement at each location produces a limit equilibrium state. It considers the pullout capacity of each reinforcement layer. Consequently, the required distribution of tensile force along each layer is pr

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15

Loh, Kelvin. "An investigation into the seismic performance and progressive failure mechanism of model geosynthetic reinforced soil walls." Thesis, University of Canterbury. Department of Civil and Natural Resources Engineering, 2013. http://hdl.handle.net/10092/8734.

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Geosynthetic reinforced soil (GRS) walls involve the use of geosynthetic reinforcement (polymer material) within the retained backfill, forming a reinforced soil block where transmission of overturning and sliding forces on the wall to the backfill occurs. Key advantages of GRS systems include the reduced need for large foundations, cost reduction (up to 50%), lower environmental costs, faster construction and significantly improved seismic performance as observed in previous earthquakes. Design methods in New Zealand have not been well established and as a result, GRS structures do not have a

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Burgess, Gerald Peter. "Performance of two full-scale model geosynthetic-reinforced segmental retaining walls." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0002/MQ44902.pdf.

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17

Fu, Wai Ken. "An experimental investigation into reinforcement adherence in reinforced soil retaining walls." Thesis, Queen Mary, University of London, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.528974.

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18

Wilkinson, Ryan Jeffrey. "Behavior of Unreinforced Lightweight Cellular Concrete Backfill for Reinforced Concrete Retaining Walls." BYU ScholarsArchive, 2021. https://scholarsarchive.byu.edu/etd/9101.

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Lightweight cellular concrete (LCC) is a mixture of cement, water and foam, with a density less than 50 pcf. This material is being used increasingly often in a variety of construction applications due to its self-leveling, self-compacting, and self-consolidating properties. LCC may be used as a backfill or structural fill in areas where traditional granular backfill might normally be used. This material may be especially advantageous in areas where the underlying soil may not support the weight of a raised earth embankment. Testing on the behavior of LCC when used as backfill behind retaining

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McLeod, Christina Helen. "Investigation into cracking in reinforced concrete water-retaining structures." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80207.

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Thesis (MScEng)--Stellenbosch University, 2013.<br>Durability and impermeability in a water-retaining structure are of prime importance if the structure is to fulfill its function over its design life. In addition, serviceability cracking tends to govern the design of water retaining structures. This research concentrates on load-induced cracking specifically that due to pure bending and to direct tension in South African reinforced concrete water retaining structures (WRS). As a South African design code for WRS does not exist at present, South African designers tend to use the British codes

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20

Saidin, Fadzilah. "Behavior of geosynthetic reinforced soil walls with poor quality backfills on yielding foundations /." Thesis, Connect to this title online; UW restricted, 2007. http://hdl.handle.net/1773/10124.

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21

Benjamim, Carlos Vinicius dos Santos. "Avaliação experimental de protótipos de estruturas de contenção em solo reforçado com geotêxtil." Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-18082006-110207/.

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Apesar das vantagens relacionadas ao uso de estruturas de contenção em solo reforçado, a maioria das obras em nosso país ainda é executada por soluções convencionais. A ausência de um conhecimento mais profundo sobre o real comportamento das estruturas em solo reforçado, principalmente em termos de deslocamentos, certamente impede uma utilização mais intensa desse tipo de obra no Brasil. Com isso, para contribuir para um melhor entendimento do desempenho de estruturas em solo reforçado, foram construídos oito protótipos de estrutura de contenção em solo reforçado com geotêxtil, com 4,0 m de al

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Nascimento, Alessandro Lugli. "Análise de estabilidade de contenções, via MEF, considerando a interação solo-estrutura." Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-30052012-122749/.

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Este trabalho tem a finalidade de estudar a influência da parede de concreto na análise de estabilidade de contenções atirantadas bem como discutir sobre segurança nestas análises. Para isto foram elaborados modelos em estado plano de deformação por meio do método dos elementos finitos, MEF, para análise. A parede de concreto foi modelada com variações de rigidez e modelos reológico, com o fim de se entender sua influência no fator de segurança. Por fim foi realizado um breve estudo sobre a utilização dos métodos estatísticos na análise de estabilidade de contenções.<br>Th

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23

Baštová, Veronika. "Stavebně technologický projekt terasového bytového domu v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225670.

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The project deals with building technological study of the new building apartment house in Brno. Dimensions of the apartment building are 29.2 m x 57.2 m with shape of a rectangle. The apartment house is designed terraced in five floors as a brick structure of the ceramic blocks. Ceilings and construction in contact with the ground is reinforced concrete. In groundfloor are located garages, other floors are designed as residential. The project deals with technological processes of bottom building, time and financial demands of construction.

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Wei-Jr, Liann, and 連偉智. "Dynamic Behavior of Reinforced Retaining Wall." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/92637664677044493639.

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25

Chen, Guo Xian, and 陳國賢. "Discussion on the Reinforced Retaining Wall Design Methods." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/44850552487709021870.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>83<br>There are more than ten various design methods of rein- forced retaining walls have been published to date. Within these design methods exists very large difference on theory basis, hypothesis and consideration. However it still has few discussion on basis condition, limit and range of apply. More- over,it is more lack the research on rationality and applicabi- lity of hypothesis of design method. This text choice five design methods which is common use, a

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Chiang, Yen Tsung, and 蔣炎宗. "Mechanical Analysis Of Nonwoven Genotextile Reinforced Retaining Wall." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/51535459790521100070.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>84<br>The mechanical behavior of extensible geotextile reinforced retaining wall is studied in this research. A full-scale nonwoven geotextile reinforced retaining wall (1.2m × 1m × 1.5m in high × length × width) was built to monitor:(1) the vertical settlement and the maximum lateral deformation of the facing in each layer, (2) the distribution of tensile force in reinforcement, and (3) the development of failure surface in reinfo

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Ravi, Teja Vippagunta. "Numerical Analysis of Geocell Reinforced Earth Retaining Wall." Thesis, 2015. http://ethesis.nitrkl.ac.in/7922/1/2015_MT_NUMERICAL_TEJA.pdf.

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Now-a-days usage of concrete in the field of civil engineering is increasing rapidly in which most of it is going as waste due to improper management and care while placing it. The waste produced cannot be recycled/reused, so as to eradicate this some alternatives can be chosen. Mainly in the construction of retaining walls, concrete panels are used to support the backfill soil, but at the time of installation most of the panels get rejected because at the time of transportation and installation of panels. If proper care is not taken the ends get damaged by which there cannot be a proper bondi

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Miao, Ke-Chung, and 繆克忠. "A Study of Codes for Geosythetic Reinforced Retaining Wall." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/33250460786056933740.

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Wu, Jaw-Feng, and 吳肇峰. "Large Scale Test of Reinforced Retaining Wall Backfilled with." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/61398068606825094383.

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Wei, Jiun Rung, and 魏君蓉. "Reliability Analysis of Performance of Reinforced Retaining Wall Face." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/84874578063981428399.

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碩士<br>國立暨南國際大學<br>土木工程學系<br>95<br>The face deformation is the major consideration for design of reinforced retaining wall. In the study, we discuss the deformation behavior of reinforced retaining wall under static loading using numerical method. The study of deterministic and probabilistic parameters help to identify the effect of important parameters for the deformation behavior of reinforced retaining wall. The results of parameters study show that friction angle of soil and unit weight of soil are the most important parameters for stability of retaining wall. The elastic modulus for soil a

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李信融. "Prametric Study of Gabion Wall Reinforced Earth Retaining Structure." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/87628614970969750849.

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碩士<br>國立中興大學<br>土木工程學系<br>91<br>In this study, a series of parametric study was conducted on two types of Gabion Wall Reinforced Earth Structure (GWRES) reinforced with hexagonal wire mesh, namely, the vertical wall type and step wall type. The numerical variables adopted for parametric study includes the internal friction angle of backfill materials ??(=20o~35o), elastic modulus of backfill material Eb (=103~105 Kpa) and elastic modulus of top foundation soil Ef (=103~105 Kpa). According to the analysis, it was found that the developed tensile force in reinforcement at bottom zone

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Purohit, S. "Multi-objective optimization of reinforced cement concrete retaining wall." Thesis, 2014. http://ethesis.nitrkl.ac.in/6295/1/E-71.pdf.

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The optimum design of reinforced cement concrete cantilever (RCC) can be solved in the for the minimum cost satisfying required external and internal stability criteria. For high level decision making, an ideal optimization should give the optimized cost vis-a-vis corresponding factor of safety (FOS) against external stability like bearing, sliding and overturning, which is known as multi-objective optimization problem. In the present work multi-objective optimization of the RCC retaining wall is presented with conflicting objectives of minimum cost and maximum factor of safety against externa

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Ko, Szu-Yu, and 柯思妤. "Stability Analyses of Reinforced Retaining Wall under Rainfall Infiltration Condition." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/16703384942881136745.

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碩士<br>國立中興大學<br>水土保持學系所<br>104<br>Firstly, using the inclinometer monitoring data of a road repair project at Nantou, Taiwan, this study carried out a 3-D numerical simulation to investigate the stabilization mechanism of geogrid reinforcement. Comparing the lateral displacement of geogrid reinforcement from simulation with those from measurement, one can verify the validities of the numerical procedures and material model parameters used in the simulation. Subsequently, a model geogrid reinforcement consists of colluviums was set up for carrying out a series of parametric studies to investiga

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Ezzein, Fawzy Mohammad. "Influence of Foundation Stiffness on Reinforced Soil Wall." Thesis, 2007. http://hdl.handle.net/1974/899.

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The influence of yielding foundations on the mechanical behaviour of reinforced soil walls including wall deformations and loads (strains) in the reinforcement layers is very complex. Based on a review of the literature, there is a need to quantify and isolate the influence of foundation boundary type and magnitude of foundation stiffness on deformations and reinforcement loads in geosynthetic reinforced soil walls. This thesis presents the results of a series of 1/6-scale reinforced soil wall model tests that were carried out to examine the influence of horizontal and vertical toe complianc

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CHAN, BING-FU, and 詹秉富. "Model Tests on Geogrid-Reinforced Soil Retaining Wall Backfilled with Gravel." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/33548640123592476932.

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碩士<br>國立雲林科技大學<br>營建工程系<br>104<br>In this study, a series of plane strain model tests on wrap-faced geogrid-reinforced soil (GRS) retaining wall bacfilled with gravels were conducted. Three types of geogrids having different nominal strengths were used. The dimensions of the model wall were 183 cm (width) × 80 cm (depth) × 112 cm (height). A strip footing of 30 cm wide, having its setback distance equal to 50cm was located on the surface of backfill to resist the applied vertical load during model test. The vertical pressure and displacement of footing base were measured in the tests. Besides,

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BARMAN, SUKRITI. "STUDY ON IMPROVEMENT OF STABILITY OF RETAINING WALL REINFORCED WITH GEOGRID." Thesis, 2022. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19420.

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Mechanically stabilized earth (MSE) retaining wall is a distinctive structure which is used extensively in the recent days. Generally, there are various types of soil reinforcement can be used in mechanically stabilized earth retaining wall. Steel strip, welded steel grid, wire mesh, geogrids, and geotextile sheets are examples of modern soil-reinforcing elements. The adoption of a facing system minimizes soil erosion between reinforcing parts and enables for the safe construction of steep slopes and steep walls. Since the early 1970s, geosynthetic materials are produced and then used as

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Zarnani, Saman. "SEISMIC PERFORMANCE OF GEOSYNTHETIC-SOIL RETAINING WALL STRUCTURES." Thesis, 2011. http://hdl.handle.net/1974/6463.

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Vertical inclusions of expanded polystyrene (EPS) placed behind rigid retaining walls were investigated as geofoam seismic buffers to reduce earthquake-induced loads. A numerical model was developed using the program FLAC and the model validated against 1-g shaking table test results of EPS geofoam seismic buffer models. Two constitutive models for the component materials were examined: elastic-perfectly plastic with Mohr-Coulomb (M-C) failure criterion and non-linear hysteresis damping model with equivalent linear method (ELM) approach. It was judged that the M-C model was sufficiently accura

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Lo, Wen-Chang, and 羅文政. "Effects of Waste Tires on the Wall Faced of Modular Block Geosynthetic Reinforced Retaining Wall." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/66765853939613787934.

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碩士<br>國立嘉義大學<br>土木與水資源學系碩士班<br>93<br>This study used FLAC software to establish a two dimensional static and dynamic model of modular block with waste tires faced geosyntheic reinforced soil(GRS).It was used to analyze the discrepancy between modular block faced geosyntheic reinforced soil(MBF-GRS) wall faced and waste tires faced geosyntheic reinforced soil(WTF-GRS) concrete block wall faced. Furthermore, the cable element and beam element on modular block were used to simplify the bolt reinforced interface element in different materials（interface element）.The increase of reinforced incurrin

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Yang, Zhe-Wei, and 楊哲瑋. "Horizontal Deformation of Geogrid-reinforced Soil Retaining Wall with Wrapped-around Facing." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/02325296114653941626.

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碩士<br>國立雲林科技大學<br>營建工程系<br>102<br>In this study, the re-analyzed test results of facing deformation of a series of model tests on wrap-faced geogrid-reinforced soil (GRS) retaining wall were presented. The adopted backfill of GRS retaining wall was sand or gravel. Four types of geogrids having different nominal strengths were used. For the case of setback distance equal to 50cm, the dimensions of the model wall were 183 cm (width) × 80 cm (depth) × 112 cm (height). A strip footing of 30 cm wide, having its setback distance equal to 35cm, 50cm, or 65cm, was located on the surface of backfill to

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Gwo-Huei, Lin, and 林國輝. "A Study on the Pseudo-static Earthquake Behavior of Reinforced Retaining wall." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/34480610814331514376.

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Hsiao, Fu-Yuan, and 蕭富元. "A Study of Numerical Analysis on Construction Influence of Reinforced Retaining Wall." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/02948133481223408031.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>93<br>First, this research is to discuss the influence of the pore water pressure that overly wet soil and the rainfall causes, roller compaction and the distance between secondary reinforcement and wall face on static behavior of SI1-wall reinforced retaining wall backfilled with in situ cohesive soils during constructing, by using a finite difference computer program named NEARE, was constructed based upon FLAC. And according to a distribution of pore water pressure that assumed in this research, so as to simulate lateral wall face displacement that is taking place

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Ming, Chen Guan, and 陳冠鳴. "A Study of the Application of Codes for Geosynthetic Reinforced Retaining Wall Design." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/45388072482797236727.

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碩士<br>逢甲大學<br>土木工程學系<br>103<br>In this thesis, two kinds of specifications including design procedures, basic requirements, and safety factors for design of reinforced soil wall including FHWA of U.S.A. and DIBT of German were studied. Calculation sheets using EXCEL were developed. Further study by using DIBT specification was also included. The design needs to meet the requirements of both external stability and internal stability for each specification. Same design parameters were used for analysis including: height of wall (H), total length of reinforcement (L), bottom length of reinfor

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JHU, GUO-BIN, and 朱國賓. "Model Tests on Geogrid-Reinforced Soil Retaining Wall Backfilled with Coarse-grained Soil." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/58888822767410086936.

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碩士<br>國立雲林科技大學<br>營建工程系<br>104<br>In this study, a series of plane strain model tests on wrap-faced geogrid-reinforced soil (GRS) retaining wall were conducted. Two types of coarse-grained soils, namely, sand and gravel, were adopted as the backfills of GRS retaining wall. Two types of geogrids having different nominal strengths were used. The dimensions of the model wall were 183 cm (width) × 80 cm (depth) × 112 cm (height). A strip footing of 30 cm wide, having its setback distance equal to 50cm was located on the surface of backfill to resist the applied vertical load during model test. The

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Yu-ShiaChen and 陳玉祥. "Research on the behavior of reinforced soil retaining wall subjected to toe excavation." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/53009297127793029689.

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Adapa, Murali Krishna. "Seismic Response Of Geosynthetic Reinforced Soil Wall Models Using Shaking Table Tests." Thesis, 2008. https://etd.iisc.ac.in/handle/2005/913.

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Use of soil retaining walls for roads, embankments and bridges is increasing with time and reinforced soil retaining walls are found to be very efficient even under critical conditions compared to unreinforced walls. They offer competitive solutions to earth retaining problems associated with less space and more loads posed by tremendous growth in infrastructure, in addition to the advantages in ease and cost of construction compared to conventional retaining wall systems. The study of seismic performance of reinforced soil retaining walls is receiving much attention in the light of lessons le

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Adapa, Murali Krishna. "Seismic Response Of Geosynthetic Reinforced Soil Wall Models Using Shaking Table Tests." Thesis, 2008. http://hdl.handle.net/2005/913.

Full text

Abstract:

Use of soil retaining walls for roads, embankments and bridges is increasing with time and reinforced soil retaining walls are found to be very efficient even under critical conditions compared to unreinforced walls. They offer competitive solutions to earth retaining problems associated with less space and more loads posed by tremendous growth in infrastructure, in addition to the advantages in ease and cost of construction compared to conventional retaining wall systems. The study of seismic performance of reinforced soil retaining walls is receiving much attention in the light of lessons le

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Hsu, Jui-Chang, and 許瑞章. "Particle size effect on the strength and failure pattern of reinforced soil retaining wall." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/44786751555910593566.

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碩士<br>雲林科技大學<br>營建工程系碩士班<br>96<br>Many geosynthetics-reinforced soil (GRS) retaining wall with granular backfill have been used as permanent and important structure. In view of the above, a series of plane strain model test was performed in this study. The dimensions of the plane strain model wall were 250 cm (width) × 80 cm (depth) × 110 cm (height). Three types of granular sandy gravels and sand with its D50 ranging from 10.1mm to 0.4 mm were used and three types of geogrids with different stiffness were used. Monotonic vertical loading was applied in the model footing which was 85 cm apart

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Lin, Hsu-Tung, and 林栩東. "A Study of High-Filled Slope Stability with an Application of Geogrid Reinforced Retaining Wall." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/01436207606402530198.

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碩士<br>國立高雄第一科技大學<br>營建工程研究所<br>104<br>This research project of “Stability Analysis of Stiffening Grid Retaining Wall used for Slope of Highly Back-Filled Hill” is based in the development area of certain area in Zhunan Township, Miaoli County. Through sectional expropriation and urban planning of roads, parks and greenery for the low-density development zone, the planning unit decides to use flexible stiffening grid retaining walls on the slope of highly back-filled hills. In the beginning, it depicts the fact that at least 70% of Taiwan is hill land. This means that damage to original landsc

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chin, Chen-kuo, and 陳國欽. "A Study on the Stability and Maintenance Management for Landfill Structure with Reinforced Retaining Wall." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/45139542983652837793.

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碩士<br>正修科技大學<br>營建工程研究所<br>99<br>Wastes are the products of civilization. With the development of industry, the output of wastes increases gradually, and the kind of them becomes complicated. That means wastes treatment techniques will be the most concerned important issue. In Taiwan, sanitary landfills are the main treatment for incombustible wastes and fly materials from incinerators. However, owing to the uneasiness of lands acquiring for landfill establishment and difficulty of well-utilizing landfill space, we should effectively consider reducing environmental attack during the earlier, m

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He, Min-Yu, and 何敏瑜. "The effect of reinforcement stiffness on the strength and failure patterns of reinforced soil retaining wall." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/12629523610523386510.

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碩士<br>雲林科技大學<br>營建工程系碩士班<br>96<br>Due to its convenience in construction method and extensibility, geosynthetics have been used as reinforcement in reinforced soil retaining wall and reinforced slope. In view of the above, a series of plane strain model test was performed in this study. The dimensions of the plane strain model wall were 250 cm (width) × 80 cm (depth) × 110 cm (height). Three types of granular sandy gravels and sand with its D50 ranging from 10.1mm to 0.4 mm were used and three types of geogrids with different stiffness were used. Monotonic vertical loading was applied in the m

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