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1

Mokarem, David W. "Development of Concrete Shrinkage Performance Specifications." Diss., Virginia Tech, 2002. http://hdl.handle.net/10919/27605.

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During its service life, concrete experiences volume changes. One of the types of deformation experienced by concrete is shrinkage. The four main types of shrinkage associated with concrete are plastic, autogeneous, carbonation and drying shrinkage. The volume changes in concrete due to shrinkage can lead to the cracking of the concrete. In the case of reinforced concrete, the cracking may produce a direct path for chloride ions to reach the reinforcing steel. Once chloride ions reach the steel surface, the steel will corrode, which itself can cause cracking, spalling, and delamination of
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Mokarem, David Wayne. "Development of Concrete Shrinkage Performance Specifications." Diss., Virginia Tech, 2003. http://hdl.handle.net/10919/27605.

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During its service life, concrete experiences volume changes. One of the types of deformation experienced by concrete is shrinkage. The four main types of shrinkage associated with concrete are plastic, autogeneous, carbonation and drying shrinkage. The volume changes in concrete due to shrinkage can lead to the cracking of the concrete. In the case of reinforced concrete, the cracking may produce a direct path for chloride ions to reach the reinforcing steel. Once chloride ions reach the steel surface, the steel will corrode, which itself can cause cracking, spalling, and delamination of
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3

Kessy, Justine George. "Durability specifications for structural concrete: an international comparison." Master's thesis, University of Cape Town, 2013. http://hdl.handle.net/11427/11148.

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Includes bibliographical references.<br>Premature deterioration of reinforced concrete (RC) structures has become an issue of global concern. As a result, many upgrades and improvements have recently been made in design standards and specifications, to include requirements that account for durable RC structures. This dissertation examines and compares such durability requirements in design standards and specifications developed in the United States of America, Australia, Canada, Europe, India, and South Africa. It discusses issues relating to exposure conditions, limiting values of material co
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4

Au, Oliver T. S. "Requirements specification using concrete scenarios." Thesis, Loughborough University, 2009. https://dspace.lboro.ac.uk/2134/6642.

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The precision of formal specifications allows us to prove program correctness. Even if formal methods are not used throughout the software project, formalisation improves our understanding of the problem. Formal specifications are amenable to automated analysis and consistency checking. However using them is challenging. Customers do not understand formal notations. Specifiers have difficulty tackling large problems. Once systems are built, formal specifications quickly become outdated during software maintenance. A method of developing formal specifications using concrete scenarios is propose
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5

Prada, Julian Ignacio. "Development of high performance concrete for prestressed bridges." Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19487.

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6

Rachal, Randy J. "Design and implementation of a concrete interface generation system." Monterey, California : Naval Postgraduate School, 1990. http://handle.dtic.mil/100.2/ADA245807.

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Thesis (M.S. in Computer Science)--Naval Postgraduate School, December 1990.<br>Thesis Advisor: Berzins, Valdis. Second Reader: Bradbury, Leigh W. "December 1990." Description based on title screen as viewed on April 1, 2010. DTIC Identifier(s): Computer programs, software engineering, theses, ADA programming language, grammars, specifications, interfaces, installation. Author(s) subject terms: Automatic code generation, formal specifications, attribute grammars. Includes bibliographical references (p. 79-80). Also available in print.
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Ballock, Craig. "CONSTRUCTION SPECIFICATIONS AND ANALYSIS OF REHABILITATION TECHNIQUES OF PERVIOUS CONCRETE PAVEMENT." Master's thesis, University of Central Florida, 2007. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2772.

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The primary objective of this study is to evaluate the clogging potential of installed pervious concrete systems, to analyze rehabilitation techniques and develop construction specifications for the construction of portland cement pervious concrete specific to the state of Florida. Currently, a consistent statewide policy has not been established in reference to credit for storage volume within the voids in pervious concrete and the coarse aggregate base. For this reason a current and updated assessment of pervious pavement is needed to benefit from the advantages of pervious pavement use in l
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Pathomvanich, Sutharin. "Assessment of the effectiveness of quality assurance construction specifications for asphaltic concrete pavement." [Florida] : State University System of Florida, 2000. http://etd.fcla.edu/etd/uf/2000/ane5963/SPdissert.PDF.

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Thesis (Ph. D.)--University of Florida, 2000.<br>Title from first page of PDF file. Document formatted into pages; contains xvii, 211 p.; also contains graphics. Vita. Includes bibliographical references (p. 205-210).
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9

Tolsma, Shaun, and Ingrid Torfgård. "Recycling of concrete for sustainable road construction : Why are proven methods not currently used?" Thesis, Uppsala universitet, Byggteknik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-355724.

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This report aims to investigate why proven methods for recycling concrete waste as road construction material are not practiced in Sweden. An additional objective is to investigate how concrete is handled as a waste product and whether it would be environmentally friendly and financially beneficial to clients and contractors. Information has been extracted via interviews conducted with experts from various positions within the civil engineering industry. Additional information was obtained through literature studies and questionnaires sent and received via email. Results which were frequently
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10

Odendaal, Courtney Megan. "Establishment of performance-based specifications for the structural use of locally available macro-synthetic fibres." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/96678.

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Thesis (MEng)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: FRC (Fibre-reinforced concrete) has become a common form of secondary and even primary reinforcing in some applications throughout the world. In South Africa, the structural applications are limited primarily to steel fibres while cheaper, lighter and more durable synthetic fibres have been side-lined due to low stiffnesses. The purpose of this research project is to investigate the behaviour of synthetic fibre-reinforced concrete (SynFRC) using fibres which are locally available in South Africa, and to propose a performance-b
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Mohammed, Safiuddin Adil. "Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges." Texas A&M University, 2005. http://hdl.handle.net/1969.1/4841.

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This research study is aimed at assisting the Texas Department of Transportation (TxDOT) in making a transition from the use of the AASHTO Standard Specifications for Highway Bridges to the AASHTO LRFD Bridge Design Specifications for the design of prestressed concrete bridges. It was identified that Type C and AASHTO Type IV are among the most common girder types used by TxDOT for prestressed concrete bridges. This study is specific to these two types of bridges. Guidelines are provided to tailor TxDOT's design practices to meet the requirements of the LRFD Specifications. Detailed design exa
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Osimani, Filippo. "The Use of Unbonded Tendons for Prestressed Concrete Bridges." Thesis, KTH, Bro- och stålbyggnad, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37000.

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Dallakoti, Pramish Shakti. "Structural Reliability Study of Highway Bridge Girders Based on AASTHO LRFD Bridge Design Specifications." University of Toledo / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1588538610400668.

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14

Mehranipornejad, Ebrahim. "Evaluation of AASHTO design specifications for cast-in-place continuous bridge deck using remote sensing technique." [Tampa, Fla] : University of South Florida, 2006. http://purl.fcla.edu/usf/dc/et/SFE0001584.

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15

Kim, Haejin. "Crushed returned concrete aggregate in new concrete characterization, performance, modeling, specification, and application /." College Park, Md. : University of Maryland, 2009. http://hdl.handle.net/1903/10029.

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Thesis (Ph.D.) -- University of Maryland, College Park, 2009.<br>Thesis research directed by: Dept. of Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
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Ferreira, Cláudia Nunes Gomes. "Dimensionamento de elementos estruturais em concreto leve." Universidade Federal de São Carlos, 2015. https://repositorio.ufscar.br/handle/ufscar/7576.

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Submitted by Izabel Franco (izabel-franco@ufscar.br) on 2016-09-21T20:16:49Z No. of bitstreams: 1 DissCNGF.pdf: 3859904 bytes, checksum: 2fa6f704c030b58e303d83e761c6a771 (MD5)<br>Approved for entry into archive by Ronildo Prado (ronisp@ufscar.br) on 2016-09-28T19:06:41Z (GMT) No. of bitstreams: 1 DissCNGF.pdf: 3859904 bytes, checksum: 2fa6f704c030b58e303d83e761c6a771 (MD5)<br>Approved for entry into archive by Ronildo Prado (ronisp@ufscar.br) on 2016-09-28T19:06:50Z (GMT) No. of bitstreams: 1 DissCNGF.pdf: 3859904 bytes, checksum: 2fa6f704c030b58e303d83e761c6a771 (MD5)<br>Made available in
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Mashiko, Naoto. "Comparative performance of ductile and damage protected bridge piers subjected to bi-directional earthquake attack." Thesis, University of Canterbury. Civil Engineering, 2006. http://hdl.handle.net/10092/1159.

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Incremental Dynamic Analysis (IDA) procedures are advanced and then applied to a quantitative risk assessment for bridge structures. This is achieved by combining IDA with site-dependent hazard-recurrence relations and damage outcomes. The IDA procedure is also developed as a way to select a critical earthquake motion record for a one-off destructive experiment. Three prototype bridge substructures are designed according to the loading and detailing requirements of New Zealand, Japan and Caltrans codes. From these designs 30 percent reduced scale specimens are constructed as part of an
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Slabbert, Michael Charles. "Utilising waste products from Kwinana industries to manufacture low specification geopolymer concrete." Curtin University of Technology, Department of Civil Engineering, 2008. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=117996.

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One technology that makes concrete without cement and does not have the associated carbon footprint is geopolymer concrete. This technology utilizes waste fly ash from power stations and mixes it with activating chemicals to form a binder with similar or better properties than cement. Not only does this technology directly reduce carbon emissions by replacing cement it also utilizes the waste bi-product from power stations and prevents it from going to landfill. Concrete is composed of coarse aggregates, sand and cementitious paste. It seemed possible to make geopolymer concrete from 100% wast
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Turnham, James Richard. "A proposed information system for concrete construction : a project and activity planning specification." Thesis, University of British Columbia, 1988. http://hdl.handle.net/2429/28525.

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Current usage of construction information systems is largely confined to Critical Path Method scheduling, accounting systems, and cost control database systems. The function of activity planning is not directly addressed by any of these systems while information from all three systems is required for activity planning. Activity planning is the iterative process of selecting construction elements from the project work breakdown structure, addressing the available details from the plans and specifications, assembling existing experiential information on methods, productivities, and production r
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Kirkpatrick, Trevor Joe. "Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/34056.

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A model to determine the time to first repair and subsequent rehabilitation of concrete bridge decks exposed to chloride deicer salts that recognizes and incorporates the statistical nature of factors affecting the corrosion process is developed. The model expands on an existing deterministic model using statistical computing techniques, including resampling techniques such as the parametric and simple bootstrap. Emphasis was placed on the diffusion portion of the diffusion-cracking model, but advances can be readily included for the time for corrosion deterioration after corrosion initiatio
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21

Woods, Jennifer. "SPECIFICATION RECOMMENDATION FOR USE OF HIGH PERFORMANCE REPAIR MATERIAL." Cleveland State University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=csu1483707411173028.

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22

Kaláb, Ondřej. "Polyfunkční dům Prudký - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372045.

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The aim of this Diploma Thesis is constructionally - technological solution of the rough construction of polyfunctional house on the corner of Bánskobystrická and Medlánecká streets in Brno Řečkovice. In the Diploma Thesis I will deal with the plan of the work procedure of the execution of roof construction layers, machine sets, itemized budget, construction schedule, construction site equipment, inspection and testing plan, ecology and transport relations related to the construction. I would like to point out the complication of the construction with a lack of space because the construction i
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23

Helán, Tomáš. "Rezidence Austerlitz, vybrané části stavebně technologického projektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240482.

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Purpose of this master’s thesis is to compile structurally – technological aspects of the project of new housing building in Brno. Thesis concentrates on technological phase of upper rough construction, which involves prescriptions for masonry of walls and constructions from reinforced concrete. Thesis is also includes suggestions of constellation of machines, time plan, supplying of construction site, rules of workplace safety, quality requirements, solutions for organization of construction and maintenance of the building. Conclusion of this master’s thesis is comparison of different systema
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24

Cervantes, Abarca Betsy Pierina, and Meza Liz Katherine Villa. "Análisis comparativo del concreto lanzado con cemento tipo IP y tipo HE en el revestimiento de túneles de la mina Orcopampa – Arequipa." Bachelor's thesis, Universidad Ricardo Palma, 2015. http://cybertesis.urp.edu.pe/handle/urp/1262.

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Se viene buscando optimizar la elaboración del concreto lanzado, pero en el proceso se deja de lado el control de calidad por lo cual es indispensable comparar la influencia de un componente primario como el cemento tipo IP y HE. La presente tesis tiene por objetivo realizar el estudio comparativo de concreto lanzado con cemento portland puzolanico tipo IP vs tipo HE en el revestimiento del túnel de la mina Orcopampa–Arequipa. Nos ha impulsado a investigar la necesidad de obtener la relevancia en el desempeño y las implicancias del cemento para shotcrete desde una visión técnica, a través de
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Hrubá, Denisa. "Výšková budova AZ Tower - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227005.

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This master´s thesis is dealing with selected part of the construction technology project of the high-rise building AZ Tower. The main content becomes the realization of supporting gross upper structure. It compiles in detail the most optimal proposal of technological processes, working machines, schedule, control and test plan, occupational safety, environment protection, construction site equipment and last but not least, the coordination of four tower cranes. Apart from the architectural and technically impressive draft of the Czech Republic tallest building it will be interesting to deal w
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Halanič, Daniel. "Příprava a realizace Protonového terapeutického centra v Praze." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392189.

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The diploma thesis deals with the construction technological project of carcass SO – 001 Proton Therapy Center. The thesis is focused on part B (gantry) of hospital building Proton Therapy Center in Bulovka Hospital area in Prague. The thesis is being processed vertical and horizontal massive monolithic reinforced concrete skeleton realization. The thesis is report, budget, time schedule, technological specification, design of site equipment, design of machinery, design of road construction and next text and drawing documentation processed by assignment of diploma thesis.
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Osina, Lukáš. "Stavebně technologický projekt montované haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227664.

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The subject of this diploma thesis is a construction technology project prefabricated tennis hall with facilities in Prostejov. The content of this work are technical regulations, technical reports, project site equipment, design of mechanical assemblies, schedule, budget, monitoring and test plan, work safety and environmental protection.
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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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Čermák, Jan. "Bytový komplex Netroufalky, objekt F - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409918.

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The subject of the diploma thesis is to elaborate a selected part of the construction technology project for an apartment building in the Campus residential complex II, situated in Brno – Bohunice. Specifically, an apartment building (object F, designated SO 204) was selected, on which monolithic structures of the substructure will be solved. The content of the work is a technical report to the construction technology project, evaluation of transport routes, elaboration of technological regulations for selected technological stages, time schedule for the selected stage and partial detailed sec
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Vojtek, Ondřej. "Stavebně technologický projekt bytového domu v Brně - Slatině." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372271.

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This diploma thesis deals with construction and technological project of apartment building in Brno – Slatina, Kigginsova street. Thesis focus on technological phase of monolithic rough superstructure and masonry work. For this phases were processed technogical specifications and controlling ad testing schedules. Within this thesis was also compiled technical report, solution of transport roads, technical report and drawings of site equipmet. For main object was compiled itemized budget, which was foundation for completing time schedule. In diploma thesis are further processed safety requireme
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Těžký, Filip. "Příprava realizace bytového domu v Brně - Slatině." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391973.

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The diploma thesis deals with the building - technological project of the apartment house in Brno - Slatina, Lučiny. The purpose will be an optimal design of construction progress with regard to finance and time. For this phase were processed the site equipment with the design of the lifting strap, the transport routes and the machine assembly. In addition, an item budget, which was followed by a detailed schedule. Based on these documents was created a balance of machines and workers. For monolithic constructions were developed a technological regulation and a control and test plan. Furthermo
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Sovová, Romana. "Obchodní centrum Mohelnice - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227501.

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The diploma thesis deals with construction technological project of department store in Mohelnice town – hypermarket Kaufland. It compiles in detail the most optimal proposal of technological construction process, working machinery, traffic proposal for transport, construction site equipment, schedule of work, inspection and test plan, safety of work, environment, and finally costing including bill of quantities etc. The thesis deals specifically main building object SO04, object of hypermarket, which is consisted of prefabricated reinforced concrete skeleton of single-storey building. I focus
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Fatura, Josef. "Bioplynová stanice-stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227770.

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The subject of my thesis is the technological phase biogas plant. I focused in detail on the buildings SO01 - Hala income and treatment of raw materials and SO02 - Operating building a cogeneration unit. The concreting, formwork and reinforcement substructure object SO01 I developed technological prescription. Furthermore, my work includes a technical report on the structural and technological project, construction situation, time and financial planning, study, implementation of major technological stages, construction machinery, crane assessment, project site equipment, plan for securing mate
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Herben, Tomáš. "Bytový dům Hlaváčkova – stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265294.

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The subject of this thesis is the construction and technological project of a residential building Hlavackova. The work is mainly focused on the stage of construction. The work includes technical report building equipment, wider transport relations, design of mechanical assemblies, technological prescription monolithic structures and related inspection and test plans, safety, environmental protection, work contract, draft securing material resources for rough substructure and special use of roads, financing construction costs and schedule of construction.
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Bradáčová, Eliška. "Stavebně technologický projekt budovy C Technologického parku Brno." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391890.

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Theme of the diploma thesis is realisation of an administrative building in the area of Czech Technological Park Brno. Thesis contains of technical report of the technological project, situation of a place near the building site, the plan of traffic, for the objects time and financial plan, proposal of the main mechanisms, time schedule and partial time schedule for monolithic constructions. In the theses is also project of a construction site. In the thesis there also is a project of a construction site and also a monolithic constructions control and test plan. Then there is an Itemized budge
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Jůn, Michal. "Výrobní areál LIWA v Pelhřimově - příprava realizace a řízení stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265436.

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The aim of the thesis is the process of building technological project LIWA manufacturing facility in Pelhřimov. It deals mainly a technological process for the realization of the main building. The thesis contains a technical report, technological specification, control and test plan. Other parts of the work are time and financial plan, machine and mechanic design, project about equipment of construction site and time schedule. The annexes are further addressed drawings of the building site equipment.
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Hanyášová, Hana. "Stavebně technologický projekt wellness hotelu Vista v Dolní Moravě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265625.

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The subject of this thesis is the constructional technology project of Wellness Hotel Vista in Dolní Morava with focusing on selected technological stage. The main stage is the realization of supporting structure of the building – monolithic reinforced concrete skeleton. For this stage is prepared technological regulation, inspection and test plan and drawing of site equipment. In this work is solved timetable and financial plan for individual objects, health and safety at work, mechanical assemblies and project of site equipment. For the main object is processed itemized budget and a detailed
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Zajíček, Miroslav. "Výrobní hala s administrativní částí v Lanškrouně, příprava a realizace stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372101.

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The subject of the thesis is the construction technological planning and implementation of a production hall construction with an administrative part in Lanškroun. The thesis contains a technical report, site equipment, studies of technological implementation, a time and financial schedule, a design of the main building machines and mechanisms, a time schedule and time standard, technological specification and the relevant inspection and test plans will be written.
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Schreiber, Jiří. "Bytový dům AB - Javorová čtvrť II Praha - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409944.

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Theme of the diploma thesis is technical report of the technological project for apartment building AB – Maple district II Prague, which will be realized on Mantovska street, on the plot 539/39 in the district of Horní Měcholupy. For object AB is proccesed technical report of the technological project, studies of realization main technological phases, solution of wider transport relations with a focus on building supply , objects time and financial plan, time schedule, project for site facilities with drawing of five main technological phases, design of main construction machines and mechanism
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Bočková, Andrea. "Stavebně technologický projekt přípravy a realizace administrativní budovy firmy TREFAL, spol. s r.o." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409917.

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The aim of this thesis is the development project of the firm TREFAL, Spol. s.r.o. The object SOO2 - Administrative building - that is a constituent of the area of TREFAL, Spol. s.r.o. is discussed topic of this thesis. The main focus is the construction development of the monolithic supporting construction objects. The thesis further depicts and investigates accompanying and overall technical report, an implementation study of the main technological stages, situational designs, a solution of the broader traffic relations including a proposal for the supplementation of the construction develop
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Figura, Tomáš. "Bytový dům v Jihlavě, stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226975.

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The topic of this master´s thesis deals with a structural and technological preparation of implementation of apartment building in Jihlava. The Apartment building is designed as a building including garages and dwelling units. In the lower part of the building is constructed of reinforced concrete combined system, which is from the 2.PP to 2.NP. The building is designed as a brick system with concrete ceilings on the upper floors. The lower 3 floors are designed as parking garage and a remaining six floors are designed as apartments. The project deals with the entire construction of buildings
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42

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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43

Knotek, Vít. "Skladová hala v Šakvicích - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240405.

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Main goal of this thesis is effective design and comprehensible description of the assembly of reinforced concrete skeleton warehouse in Šakvice. In several chapters of this thesis is for preparing of this investor´s plan solved supplies prefabricated components. As well as their assembly into construction, equipment of construction site, used technologies, quality control and safety of performed works. There is great emphasis on the construction budget and its chronology. The aim was to use the rapid progress of construction of the supporting skeleton, taking into account the financial coast
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44

Chytal, Roman. "Výrobní hala nástrojárny firmy TOKOZ - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227181.

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The thesis is focused on building technology solutions construction production hall toolmaking of company TOKOZ,a.s. in Žďár nad Sázavou. This thesis contains technical report, construction site equipment project, time and financial plan, bill of quantities, technology study of the major technology stages, mechanical assembly design, technological specification, quality inspections and risks in the implementation of ground works.
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45

Stašová, Darina. "VUT - Rekonstrukce objektu A1-stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240164.

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Subject of this diploma thesis is construction technology project of reconstruction of object A1, faculty of mechanical engineering, BUT in Brno. This diploma thesis contains technical report of construction site, construction site equipment project, time and financial plan, budget of one building object, technological study of the major technology stages, design of mechanical equipment, technological specifications and quality controlling inspections.
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46

Hanáček, Patrik. "Bytový dům Hostivař - stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240053.

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The theme of the diploma thesis is elaboration of selected parts of the construction technology project in building block of flats Hostivař. Content of this project is technological solution for realization of this project. It means working on time planning of construction, right using of human, material and machinery sources and controlling system for selected part of the building. In attachment of the diploma thesis, there are also drawings of building site equipment for different construction phases. The goal of the diploma thesis is design right and economical procedure for realization of
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47

"Critique of durability specifications for concrete bridges on national roads in South Africa." Thesis, 2011. http://hdl.handle.net/10413/2792.

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Damage to reinforced concrete bridges due to carbonation and chloride induced corrosion is widespread in South Africa and prone in environments where carbon dioxide is at high levels as well as in marine environments where chlorides are present. Performance specifications are therefore essential in order that structural concrete can be designed and constructed to the required standards ensuring that the long term durability can be maintained. This dissertation includes a review of SANRAL‘s current durability specifications. The specifications are critiqued in terms of the testing methodology f
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Sillman, C. R. "Validation of post-installed anchors tested to European technical approval guideline 001 in South African concrete using portable test equipment." Thesis, 2012. http://hdl.handle.net/10210/4801.

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M. Phil.<br>The purpose of this research is to see if on-site portable pull-out tests in South Africa on post-installed chemical and mechanical fixings can produce similar results to internationally laboratory tested fixings. The method used in the field study was to use typical South African 25 MPa, 75 mm slump ready mix concrete as supplied by a reputable supplier and to test several types of fixings in common situations, some covered in the European Technical Approval Guidelines (ETAG) and some not. The results were analyzed against published international values and theoretical calculation
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Stutts, Zachary William. "Revamping aggregate property requirements for portland cement concrete." Thesis, 2012. http://hdl.handle.net/2152/ETD-UT-2012-05-5307.

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Current Texas Department of Transportation (TxDOT) procedures for evaluating coarse aggregate for portland cement concrete (PCC) have been in place for over 39 years. Item 421 in the TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" describes the tests and test limits that must be met by aggregates before they can be approved for use in portland cement concrete applications. The intention of Item 421 is to ensure that only strong, durable aggregates are used in concrete so that the life of concrete is not cut short by common distress mechanisms
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50

Shahroodi, Ahmad. "Development of Test Methods for Assessment of Concrete Durability for Use in Performance-based Specifications." Thesis, 2010. http://hdl.handle.net/1807/25796.

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Many Ministry of Transportation of Ontario (MTO) projects consist of construction and maintenance of reinforced concrete structures. Where appropriate test methods exist, MTO has been moving towards use of performance-based specifications for durability control of concrete. MTO currently uses ASTM C1202 (RCPT) coulomb values to assess concrete durability. This test requires taking cores, so replacing this test with a faster non-destructive technique is important. The main focus of this program was to study the Wenner probe surface resistivity as a non-destructive test device and evaluate the p
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