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Dissertations / Theses on the topic 'Foundation reinforcement'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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1

Kazerani, B. "An investigation into grid cell reinforcement as a road base material." Thesis, University of Sunderland, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.379434.

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2

Kenny, M. J. "The bearing capacity of clay overlain by unreinforced and reinforced sand." Thesis, University of Strathclyde, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382354.

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3

Karlbom, Malin, and Lovisa Hallman. "Geotechnical reinforcement work for foundation of extending an existing residential building." Thesis, KTH, Jord- och bergmekanik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278192.

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The last hundreds of years there has been a land elevation that causes an increased distance between the groundwater level and the buildings founded on wooden piles. When wooden piles are exposed to air, rot fungus occurs which causes the pile to lose its bearing capacity. With the critical problem of housing shortage, the demand can be met if an innovative solution is created by extending a superstructure on top of an existing building within the city center of Stockholm. The purpose of this thesis is to investigate whether it is profitable to extend an existing building with a superstructure

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4

Jones, Brendon Ronald. "Geotechnical centrifuge modelling of the behaviour of a compressible clay horizon underlying a reinforced sand foundation." Diss., University of Pretoria, 2014. http://hdl.handle.net/2263/40363.

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Basal reinforcement, where high tensile geogrids are employed beneath structures, is becoming an increasingly accepted construction technique along the eastern coast of southern Africa. The presence of compressible, soft, thin and shallow clay horizons usually associated with complex estuarine or lagoonal deposits are a major consideration when using basal reinforcement as a founding technique. Basal reinforcement involves the use of high tensile strength geogrids beneath a structure to form a reinforced sand foundation. Deformation behaviour under loading is an important component of st

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5

Grzyb-Faddoul, Anna Marta. "Numerical analysis of the reinforcement of existing foundations by the Soil Mixing technique." Thesis, Lyon, INSA, 2014. http://www.theses.fr/2014ISAL0141/document.

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L'objectif de ce travail est d'analyser l'influence du renforcement du sol par la method Soil Mixing sur le comportement des fondations superficielles et profondes. Une étude numérique a été effectuée – avec des analyses éléments finis dans ABAQUS - dans le but d'acquérir une compréhension du fonctionnement et une estimation de la performance des fondations améliorées. Pour être en mesure d'utiliser des colonnes SM pour l'amélioration de la fondation, il est nécessaire de bien comprendre leur performance sous charge axiale statique. Par conséquent, une série de simulations reproduisant des ess

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6

Barnes, Glen James. "An experimental investigation on the properties and performance of geogrid and geocomposite as subgrade reinforcement in granular pavements." Thesis, Queensland University of Technology, 2019. https://eprints.qut.edu.au/129219/2/Glen%20Barnes%20Thesis.pdf.

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This experimental study focuses on developing a new laboratory testing model that expedites the performance verification process for future geosynthetic products, for use in foundation stabilisation. Through a series of tensile and pullout tests on geosynthetic and CBR tests on geosynthetic reinforced subgrade using a bespoke CBR mould, this research highlights the benefits of including geosynthetics in granular pavement design. Further research will allow future road pavement designs in Australia to include geosynthetics as part of design specifications and reduce the environmental impact of

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7

Mahrenholtz, Christoph [Verfasser], and Rolf [Akademischer Betreuer] Eligehausen. "Seismic bond model for concrete reinforcement and the application to column-to-foundation connections / Christoph Mahrenholtz. Betreuer: Rolf Eligehausen." Stuttgart : Universitätsbibliothek der Universität Stuttgart, 2013. http://d-nb.info/1030266735/34.

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8

Chiluwal, Sundar. "Numerical Modeling of Helical Pile-to-Foundation Connections subjected to Monotonic and Cyclic Loads." University of Toledo / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1576021464589307.

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9

Kašparů, Jakub. "Statické řešení betonového komínu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226418.

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The goal of this Master´s thesis is a review of a reinforced concrete chimney´s stack and a foundation design based on a combination of M+N load. Two bar models (by ČSN and EN) and one shall model were created to analyze internal forces. The fine element software SCIA ENGINEERING was used to create the models. The loads taken into consideration - for analysis include self weight, lining, temperature, wind, and Karman vortex. The stack was horizontally divided by several cuts which were investigated. The stack and foundation were designed by an algorithm created in the program MS EXCEL. The pil

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10

Podepřel, Petr. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409775.

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The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling sla

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11

Renczes, Gábor. "Železobetonová monolitická nádrž." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392169.

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The thesis deals with the design and assessment of all supporting parts of a cast-in-place reinforced concrete sewage tank in a wastewater treatment plant. The thesis includes a technical report, static analysis, drawing documentations, construction process and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.

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12

Kollárik, Adrián. "Monolitická železobetonová nádrž." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409794.

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The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing documentations, construction proces and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.

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13

Svobodová, Barbora. "Statické řešení bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240142.

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The master's thesis deals with static analysis of selected reinforced concrete elements of an apartment building. Specifically solved are the reinforced concrete slab of above-ground floor, point-supported slab of underground garage, the most exposed column, staircase, load-bearing wall of shear core, external load-bearing wall and building foundation on piles. Load effects were calculated using the Axis VM 12 software. Design of foundation was solved in the Geo 5 software. The thesis includes shape drawing documentation of selected elements.

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14

Fox, James J. "Negative Reinforcement." Digital Commons @ East Tennessee State University, 2015. https://dc.etsu.edu/etsu-works/161.

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Book Summary:: A teacher’s ability to manage the classroom strongly influences the quality of teaching and learning that can be accomplished. Among the most pressing concerns for inexperienced teachers is classroom management, a concern of equal importance to the general public in light of behavior problems and breakdowns in discipline that grab newspaper headlines. But classroom management is not just about problems and what to do when things go wrong and chaos erupts. It’s about how to run a classroom so as to elicit the best from even the most courteous group of students. An array of skills

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15

Tou, Chon Man. "Numerical simulation of foundations on soil with single reinforcement." Thesis, University of Macau, 2008. http://umaclib3.umac.mo/record=b1783615.

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16

Fox, James J. "Differential Treatment and Reinforcement." Digital Commons @ East Tennessee State University, 2015. https://dc.etsu.edu/etsu-works/160.

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Book Summary: A teacher’s ability to manage the classroom strongly influences the quality of teaching and learning that can be accomplished. Among the most pressing concerns for inexperienced teachers is classroom management, a concern of equal importance to the general public in light of behavior problems and breakdowns in discipline that grab newspaper headlines. But classroom management is not just about problems and what to do when things go wrong and chaos erupts. It’s about how to run a classroom so as to elicit the best from even the most courteous group of students. An array of skills

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17

Břeňová, Marie. "Montovaná skeletová konstrukce nákupního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239962.

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The diploma thesis is focused on the design and review of selected load-bearing elements of the precast hall. Girder is dimensioned in two variants: reinforced and prestressed concrete. Design and assessment of prestressed girder was carried out using the simplified method and the IDEA statica. Column and footing was also dimensioned. All calculations are done in accordance with Eurocode 2.

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18

Jarmara, Pavel. "Montovaná konstrukce haly ve Vysokém Mýtě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265607.

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The diploma thesis is focused on design and assessment of mounted storage hall. I have designed prestressed truss, reinforced truss, beam, column and foundation pad. I have made calculations for consideration of ultimated limit state as well. I have made analysis of internal forces for beams just with manual calculations. Analyses of internal forces for column and foundation pad were found with Scia Engeneer. All calculations are following the Eurocode 2. All designed elements have formwork drawing and reinforcement drawing.

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19

Krejčová, Jana. "Montovaná hala s administrativní budovou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226727.

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Master´s thesis describes the design and assessment of selected elements concrete factory building with office block, elaboration of shape and reinforcemenet drawings of selected structural prefabricated elements. The work also includes technical report and details of connection elements. Calculation was performed also using a computer program SCIA Engineer and Excel.

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20

Dahl, Robert, and Emelie Göransson. "Jämförelse av beräkningsprogram och handberäkningar för att minimera armeringsmängd i grundplatta." Thesis, Uppsala universitet, Institutionen för samhällsbyggnad och industriell teknik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-413978.

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This study is based on an analysis of a foundation slab where calculations are done to find the minimum amount of reinforcement needed. The purpose of this thesis is to find a balance between time-cost, carbon dioxide emissions and the working environment. One way to minimize time-cost is by using FEM-software. In some cases, FEM-software is more exact than manual calculations, since manual calculations usually approximate. For this reason, manual calculations are compared to FEM-Design. FEM-software is commonly used for other parts of construction, which saves time-cost and materials compared

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21

Kubínek, Michal. "Založení výškové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265423.

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The diploma thesis describes design and assessment of foundation of tall building. Existing reinforced concrete slab-pile foundation structure was assessed as unsatisfactory at the ultimate limit state. Design of two new options was processed: slab-pile foundation with adjusted slab thickness and slab foundation without piles. Both options were assessed at the ultimate limit state and the serviceability limit state. Foundation options were designed as water-impermeable structure of white tank and meet requirements for this type of structures.

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22

Angar, Mohammad Mustafa. "Reinforcement Layout in Concrete Pile Foundations : A study based on non - linear finite element analysis." Thesis, KTH, Betongbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278214.

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The main topic of this thesis concerns the behavior of concrete pile cap supported by four piles with two varying positions of longitudinal reinforcements. The positions include top of piles and bottom of the pile cap. For this purpose, non-linear finite element models of a pile cap are created using software ATENA 3D. The goal was to observe which position of reinforcement yields the higher bearing capacity and to observe the failure modes in the models. To achieve the above goals, a short review of theoretical background concerning shear phenomena is performed. This, in order to enhance the

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23

Čihák, Tomáš. "Tělocvična - prefabrikovaný skelet." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227738.

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This master thesis deals with a draft of precast concrete frame structure on the case of gymnasium building. The major part of this work are transversal and longitudinal frames, consisted of footings, columns, girders and precast floor slab. Other parts of the building are not solved. Thesis consists both static calculations and drawings.

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24

Hůrka, Jiří. "Nosná konstrukce nemocničního pavilonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227807.

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The thesis is focused on the design and assessment of selected elements of load-bearing structure of hospital pavilion. This pavilion consisted of board frame with additionally lined self-supporting perimeter cover. Selected elements of the structure are locally supported slab, columns, foundation pad and staircase . Computational model was assembled of the software RFEM5. Internal forces locally supported slab were verified by manual calculation. The design documentation consist of engineering report, structural analysis and shape and reinforcements drawings of selected structural elements.

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25

Santruckova, Hana. "Inertial loading of soil reinforced by rigid inclusions associated to a flexible upper layer." Phd thesis, Université de Grenoble, 2012. http://tel.archives-ouvertes.fr/tel-00767983.

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Le renforcement des sols en zone sismique par des colonnes ballastées et/ou des inclusions rigides représente une alternative prometteuse et de plus en plus répandue par rapport aux solutions lourdes de fondations sur pieux. On sait que les pieux subissent, du fait de leur rigidité, des moments très importants au niveau de la liaison chevêtre-pieu. Les inclusions rigides surmontées d'un matelas granulaire permettent de mieux dissiper les efforts inertiels transmis par la superstructure, mais peuvent nécessiter des armatures si ce matelas n'est pas suffisamment épais. On peut penser que la colo

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26

Čairović, Dorde. "Železobetonová konstrukce obytného domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226428.

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The master thesis is aimed for design and assessment of main bearing segments of reinforced concrete structure of apartment block: monolithic reinforced concrete slab over the second floor, foundation slab, stairway slab, pillar and wall beam. Constituent part of the thesis is also drawing documentation of reinforcement of selected segments. Calculation of the internal forces is made at graphical software system Scia Engineer.

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27

Košík, Ondřej. "Železobetonová prefabrikovaná nosná konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409795.

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The aim of the final thesis is to design and structural design report of selected elements of prefabricated storage hall. Processing of foundation drawing, element composition and for each designed element formwork drawing and reinforcement. It is a single-storey hall, where the main structural system consists of a transversal frame columns and prestressed girder. In this final thesis I designed and structural assessed prestressed girder, reinforced concrete purlin, roof bracing, column, grade beam and foundation pad. The calculation software Scia Engineer is used to calculate the effects of i

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28

Výstup, Petr. "Vybrané části stavebně technologického projektu - VĚDECKOTECHNICKÝ PARK TRIANGL." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227287.

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The topic of this diploma thesis deals with the solution of selected parts of building technology design of Scientific and Technical Park Triangl that is planned to be constructed in Uherske Hradiste. This complex of buildings will be used for civil, administrative and residential purposes. The thesis describes creation of foundation constructions, design of reinforced concrete frames, transportation of building materials and machinery to the building site. This thesis also contains a design and a technical report about facilities of the construction site, pre-defined mechanical assembly, cont

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29

Lemme, Nathan A. "Effectiveness of Compacted Fill and Rammed Aggregate Piers for Increasing Lateral Resistance of Pile Foundations." BYU ScholarsArchive, 2010. https://scholarsarchive.byu.edu/etd/2393.

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Compacted fill and rammed aggregate piers (RAPs) were separately installed adjacent to a 9-ft by 9-ft by 2.5-ft driven pile foundation founded in soft clay. The compacted fill used to laterally reinforce an area of 11 ft by 5 ft by 6 ft deep adjacent to the pile cap was clean concrete sand. The thirty-inch diameter RAPs were installed in three staggered rows to a depth of 12.5 ft below the ground surface adjacent to the pile cap to test the increase in lateral resistance afforded by their installation. The foundation was laterally loaded and load, displacement, and strain readings were recorde

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30

Leyton, Israel. "Åtgärdsplan mot sättningsskador : En allmän jämförelse mellan pålning- och geopolymermetoden." Thesis, KTH, Byggteknik och design, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215311.

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Efterfrågan av grundförstärkningsarbeten har ökat markant och blir alltmer vanligare runtom i världen. I dagsläget finns ett flertal lösningar till sättningsskador, och likaså även deolika faktorerna som avgör vilken som är lämpligast att använda. I Sverige är pålning ochbetongförstärkning de vanligaste metoderna, men även användning av geopolymer bliralltmer populär åtgärdsplan mot sättningsskador.Lösningen till sättningsskador i sig, är att förstärka grunden som konstruktionen är byggd på.Problematiken är att metoderna som finns för att lösa sättningsproblem idag är kompliceradeoch dyra att

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31

Thanapalasingam, Jegan Aerospace Civil &amp Mechanical Engineering Australian Defence Force Academy UNSW. "Numerical study of footings near sloped fills and 3D effects of Sackville Embankment." Awarded by:University of New South Wales - Australian Defence Force Academy. School of Aerospace, Civil and Mechanical Engineering, 2008. http://handle.unsw.edu.au/1959.4/38683.

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Numerical analyses of two different geotechnical problems, namely a bridge abutment and a geosynthetic reinforced embankment are presented in this thesis. Settlement, bearing capacity and slope stability are the major factors that need to be considered in the design of a foundation near a sloped fill. In this thesis, the behaviour of a small scale model footing located near the shoulder of a sloped fill was investigated numerically. Single and multiple layers of geogrid were used to reinforce the sloped fill, and their effects on the load-deformation behaviour and bearing capacity of the footi

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32

Vlach, Jakub. "Porovnání návrhů monolitické konstrukce bez a se zohledněním postupu výstavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227302.

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The aim of this thesis is to propose and evaluate static three-storey reinforced concrete structure. For static analysis supporting structure was used computer program based on FEM SCIA - Engineer 2013 - student version. In computing program have been two independent computational models and in 2D and 3D space. The results were compared and evaluated with each other. On the basis of the report is drafted drawings consisting of reinforcement drawing and drawing shape.

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33

Foppa, Diego. "Novo método para cálculo da capacidade de carga de fundações superficiais assentes sobre camada de reforço em solo cimento." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/156817.

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Pesquisas recentes têm mostrado que a utilização de camada de reforço em solo-cimento é uma alternativa para o aumento da capacidade de carga e redução dos recalques de fundações superficiais em solos de baixa resistência. Os métodos para previsão da capacidade de carga em sistemas de dupla camada encontrados na literatura trazem implícita a premissa de que a camada superior é contínua ou suficientemente maior que a largura da fundação. O objetivo desta pesquisa foi desenvolver um novo método para o cálculo de capacidade de carga de fundações superficiais assentes sobre uma camada de reforço e

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34

Raja, Muhammad Nouman Amjad. "Load-settlement investigation of geosynthetic-reinforced soil using experimental, analytical, and intelligent modelling techniques." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2021. https://ro.ecu.edu.au/theses/2455.

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During the past five decades, numerous studies have been conducted to investigate the load-settlement behaviour of geosynthetic-reinforced soil. The main advantage of reinforced soil foundations are the increase in the bearing capacity and decrease in the settlement. Whereas, for pavement foundation design, the strength of the subgrade soil is often measured in terms of California bearing ratio (CBR). The researchers have suggested various methods to improve the quality of geosynthetic-reinforced foundations soils. In the recent past, the wraparound geosynthetic reinforcement technique has bee

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35

Kudrna, Jan. "Návrh nosné konstrukce ŽB objektu garáží." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239994.

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The diploma thesis deals with the design and assessment of reinforced concrete structure supporting two-storey building of the underground garage for cars. In the space above the garage is designed open area with public space. The project was designed especially outer water-impermeable construction method white bath and a base plate and a perimeter wall. The structure was designed as a comprehensive model. Computing analyzed by finite element method. All selected elements were assessed at the ultimate limit state and limit state, namely to limit state of cracking load and forced stress.

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Ilčík, David. "Železobetonová konstrukce bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240070.

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The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.

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Štramberský, Martin. "Návrh předpjaté nádrže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226967.

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The matter of this diploma thesis is a static storage tank for petroleum substances, the study of a solution for appropriate shape of shell and its effort to dihedral for roofing, and the study of effect of the storage of inner roofs walls of the tank to the size of the internal forces. The internal walls are carried out by the method of finite elements in the engineering program Scia Engineering 2013 and on the basis of it, designing of the framing sections of the tank. There is a calculation part of the lower horizontal bias wreaths of the shell and internal supporting wall. All the componen

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Černota, Tomáš. "Administrativní dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240151.

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This Diploma thesis is focused on design monolithic concrete construction of multi-storey administrative builiding including its foundation. The slab construction over the first floor is designed like locally supported. Calculation of internal forces is made by computer software called Dlubal RFEM. Results of internal forces are checked by simplified method.

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Rozumek, Jakub. "Stavebně technologický projekt bytového domu ve Strážnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227322.

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The theme of my diploma thesis is Building and Technological Project for a residential building in Strážnice. This is a study of the implementation of major technological stages of object SO- 01 residential building, the project concerning the construction site installation, design the mechanical assembly, traffic solutions, technological process earthworks, foundation structures, piles CFA and reinforced concrete ceiling construction. The work includes further object schedule, financial plan, a detailed timetable for construction of residential building, the budget, the inspection and the tes

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40

Antoine, Pierre-Cornélius. "Etude des dalles sur sols renforcés au moyen d'inclusions rigides ou non." Doctoral thesis, Universite Libre de Bruxelles, 2010. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209997.

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Soft soil reinforcement by inclusion is a growing technique caracterized by a pile grid and a granular embankment introduced between the reinforced soil and the structure. Unlike traditionnal methods, the load is partially transferred to the pile heads by arching in the embankment. The application area of this research focuses on the shallow foundations case, in which the thickness of the embankment is small. The litterature review shows that only a few studies were dedicated to that case, and that fundamental questions remains concerning the load transfer in the embankment. Chosen method for

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41

Bhimrao, Somwanshi Amit. "Effects Of Reinforcement Parameters On The Behavior Of Geosynthetic Reinforced Foundation Beds." Thesis, 2009. https://etd.iisc.ac.in/handle/2005/876.

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Use of geosynthetics for reinforcing soil beds supporting shallow foundations has gained tremendous popularity in recent times. In this thesis, to study and understand the behaviour of geosynthetics reinforced soil foundations, model load tests are carried out on square footings resting on sand beds reinforced with geosynthetics. The effects of various parameters like type and tensile strength of geosynthetic material, depth of reinforced zone, spacing of reinforcement layers, width of reinforcement and form of reinforcement on the performance of square footings on reinforced sand beds are stu

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Bhimrao, Somwanshi Amit. "Effects Of Reinforcement Parameters On The Behavior Of Geosynthetic Reinforced Foundation Beds." Thesis, 2009. http://hdl.handle.net/2005/876.

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Use of geosynthetics for reinforcing soil beds supporting shallow foundations has gained tremendous popularity in recent times. In this thesis, to study and understand the behaviour of geosynthetics reinforced soil foundations, model load tests are carried out on square footings resting on sand beds reinforced with geosynthetics. The effects of various parameters like type and tensile strength of geosynthetic material, depth of reinforced zone, spacing of reinforcement layers, width of reinforcement and form of reinforcement on the performance of square footings on reinforced sand beds are stu

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43

Wu, Pin-Jui, and 吳彬銳. "Case Studies of the Pile Foundation Reinforcement Methods for the Low-Clearance Bridges." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/08756079561068518968.

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碩士<br>國立臺灣海洋大學<br>河海工程學系<br>99<br>Despite ten odd years lapsing since the 921 Earthquake in Taiwan, a variety of disaster-induced reconstruction projects are still ongoing wherein bridges and roads in any post-disaster reconstruction project are the most important infrastructure affecting a nation’s overall economic development and people’s lives. The limitation of the low clearance considered in construction machinery for the design of reinforcing pile foundation of bridge. It is necessary to take the mini-pile in place of a large pile as one solution in difficult construction with low cleara

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Lai, Hung-Lin, and 賴宏林. "Bridge Foundation Earthquake Reinforcement Plan Appling Multi-Mode Space And Resource Constrain Scheduling." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/5zrqbu.

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碩士<br>國立中興大學<br>土木工程學系所<br>107<br>This study takes the seismic bridge reinforcement infrastructure of the National Freeway No. 3 Zhuoshui river bridge as study object, and its construction planning and scheduling has two approaches: First approach is the bottom-up way, from foundation to cap beam reinforcement. The second approach is top-down way, from cap beam to foundation. Under the constrain of 825 construction days and in order to prevent the conflicts and interference among various projects and constrained to use the same resources. The following four types of restriction scheduling are

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Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. https://etd.iisc.ac.in/handle/2005/1489.

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Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. http://etd.iisc.ernet.in/handle/2005/1489.

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Богуславська, Віра Юріївна, Роман Васильович Яворський, Vira Boguslavska та Roman Yavorskyi. "Реконструкція комплексу очистки та зберігання зерна в с. Сидорів з дослідженням фундаменту". Master's thesis, 2021. http://elartu.tntu.edu.ua/handle/lib/37122.

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Робота містить всі передбачені індивідуальним завданням і нормативними документами структурні елементи. Зроблено огляд раніше виконаних досліджень іншими авторами. Проаналізовано їх результати та сформульовано задачі для власних досліджень. Описано методичні підходи до виконання експерименту шляхом комп’ютерного моделювання. Розраховано та досліджено фундамент з використанням сучасних засобів розрахунку для запобіганню пошкодженню елементів силосу пов’язаних із усадкою фундаменту<br>The work contains all the structural elements provided by individual tasks and regulations. A review

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Bhandari, Jalaj. "Optimization Foundations of Reinforcement Learning." Thesis, 2020. https://doi.org/10.7916/d8-adga-w360.

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Reinforcement learning (RL) has attracted rapidly increasing interest in the machine learning and artificial intelligence communities in the past decade. With tremendous success already demonstrated for Game AI, RL offers great potential for applications in more complex, real world domains, for example in robotics, autonomous driving and even drug discovery. Although researchers have devoted a lot of engineering effort to deploy RL methods at scale, many state-of-the art RL techniques still seem mysterious - with limited theoretical guarantees on their behaviour in practice. In this th

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Chakraborty, Manash. "Finite Element Limit Analysis for Solving Different Axisymmetric Stability Problems in Geomechanics : Formulations and Solutions." Thesis, 2015. http://etd.iisc.ac.in/handle/2005/2762.

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Limit analysis is a very powerful tool to find accurate solutions of several geotechnical stability problems. This analysis is based on the theory of the plasticity and it provides two limiting solutions within lower and upper bounds. With the advancement of the finite elements and different robust optimization techniques, the numerical limit analysis approach in association with finite elements is becoming quite popular to assess the stability of various complicated structures. The present thesis deals with the formulations and the implementation of the finite element limit analysis to obtain

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Chakraborty, Manash. "Finite Element Limit Analysis for Solving Different Axisymmetric Stability Problems in Geomechanics : Formulations and Solutions." Thesis, 2015. http://etd.iisc.ernet.in/handle/2005/2762.

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Limit analysis is a very powerful tool to find accurate solutions of several geotechnical stability problems. This analysis is based on the theory of the plasticity and it provides two limiting solutions within lower and upper bounds. With the advancement of the finite elements and different robust optimization techniques, the numerical limit analysis approach in association with finite elements is becoming quite popular to assess the stability of various complicated structures. The present thesis deals with the formulations and the implementation of the finite element limit analysis to obtain

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