Relevant bibliographies by topics / Concrete construction Standards Australia

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Concrete construction Standards Australia'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 January 2023

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Concrete construction Standards Australia.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Concrete construction Standards Australia"

1

Rossi, Laura, Luiz Miranda de Lima, Yubo Sun, Frank Dehn, John Provis, Guang Ye, and Geert De Schutter. "Future perspectives for alkali-activated materials: from existing standards to structural applications." RILEM Technical Letters 7 (January 12, 2023): 159–77. http://dx.doi.org/10.21809/rilemtechlett.2022.160.

Full text
Abstract:
The production of cement and concrete contributes significantly to global greenhouse gas emissions. Alkali-activated concretes (AACs) are a family of existing alternative construction materials that could reduce the current environmental impact of Portland cement (PC) production and utilisation. Successful applications of AACs can be found in Europe and the former USSR since the 1950s and more recently in Australia, China and North America, proving their potential as construction materials. However, their utilisation is limited presently by the lack of normative and construction guidelines. Ra
APA, Harvard, Vancouver, ISO, and other styles
2

Elbasha, Nuri Mohamed. "LIGHTER HIGH STRENGTH CONCRETE BEAM." Scientific Journal of Applied Sciences of Sabratha University 2, no. 2 (September 27, 2019): 17–26. http://dx.doi.org/10.47891/sabujas.v2i2.17-26.

Full text
Abstract:
High strength concrete (HSC) has been used extensively in civil construction projects worldwide because it reduces the cross section and the weight of long construction members. In recent years a marked increase in the use of High Strength Concrete (HSC) has been evident in Australian building construction despite the fact that the current Australian design standard provides no design rules for such a material. Very limited information on the properties of HSC and its design and construction processes are available in Australia, although in recent times many studies have been undertaken to pro
APA, Harvard, Vancouver, ISO, and other styles
3

Gunasekara, Chamila, Charitha Seneviratne, David W. Law, and Sujeeva Setunge. "Feasibility of Developing Sustainable Concrete Using Environmentally Friendly Coarse Aggregate." Applied Sciences 10, no. 15 (July 28, 2020): 5207. http://dx.doi.org/10.3390/app10155207.

Full text
Abstract:
Quarry aggregate reserves are depleting rapidly within Australia and the rest of the world due to an increasing demand for aggregates driven by expansion in construction. The annual production of premix concrete in Australia is approximately 30 million cubic meters, while 3–5% of concrete delivered to site remains unused and is disposed of in landfill or crushing plants. The production of coarse aggregates using this waste concrete is potentially a sustainable approach to reduce environmental and economic impact. A testing program has been conducted to investigate mechanical performance and pe
APA, Harvard, Vancouver, ISO, and other styles
4

Shamsaei, Ezzatollah, Owen Bolt, Felipe Basquiroto de Souza, Emad Benhelal, Kwesi Sagoe-Crentsil, and Jay Sanjayan. "Pathways to Commercialisation for Brown Coal Fly Ash-Based Geopolymer Concrete in Australia." Sustainability 13, no. 8 (April 14, 2021): 4350. http://dx.doi.org/10.3390/su13084350.

Full text
Abstract:
Utilising geopolymer as a construction material has gained institutional and commercial interest over the past decade, due to its favourable emissions profile as an alternative to carbon-intensive Ordinary Portland Cement-based concrete, which currently accounts for around 7% of global carbon emissions. While significant research has been performed into the material properties of geopolymer, the commercialisation of the technology is still in its infancy, and several key barriers require rectification to facilitate more widespread adoption. This article analyses the current state of geopolymer
APA, Harvard, Vancouver, ISO, and other styles
5

Azman, Mohamed Nor Azhari, Mohd Sanusi S. Ahamad, Taksiah A.Majid, and Mohd Hanizun Hanafi. "Status of Industrialized Building System Manufacturing Plant in Malaysia." Journal of Civil Engineering, Science and Technology 2, no. 2 (December 1, 2011): 8–16. http://dx.doi.org/10.33736/jcest.89.2011.

Full text
Abstract:
The trend construction industry have move from project based to product based in term of long term investment. Industrialized building system (IBS) in Malaysia is defined as a construction system where components are manufactured at factories on or off site, transported and then assembled into a structure with minimum work. IBS also is known as off-site construction or prefabrication. Thus, IBS have the similarity drive and challenge with the United States (US), United Kingdom (UK) and Australia; and among the factors are skilled craft worker, fast track completion, cost and transportation. Un
APA, Harvard, Vancouver, ISO, and other styles
6

John, Keerthana, Mahmud Ashraf, Matthias Weiss, and Riyadh Al-Ameri. "Experimental Investigation of Novel Corrugated Steel Deck under Construction Load for Composite Slim-Flooring." Buildings 10, no. 11 (November 18, 2020): 208. http://dx.doi.org/10.3390/buildings10110208.

Full text
Abstract:
Trapezoidal-shaped thin-walled metallic profiled sheets are used in composite floor construction to enable rapid construction and reduce reinforcement and formwork requirements in concrete casting. However, relevant literature reported the early failure of steel sections due to the buckling and shear of existing trapezoidal and re-entrant decking profiles. There are also limitations regarding design rules for composite flooring systems. Current work aims to develop a new type of composite top-hat section for possible use in composite slim-floor construction. Sinusoidal metallic corrugated shee
APA, Harvard, Vancouver, ISO, and other styles
7

Fatahi, Behzad, and S. Hamid Reza Tabatabaiefar. "Effects of Soil Plasticity on Seismic Performance of Mid-Rise Building Frames Resting on Soft Soils." Advances in Structural Engineering 17, no. 10 (November 2014): 1387–402. http://dx.doi.org/10.1260/1369-4332.17.10.1387.

Full text
Abstract:
In this study, the effects of Plasticity Index (PI) variation on the seismic response of mid-rise building frames resting on soft soil deposits are investigated. To achieve this goal, three structural models including 5, 10, and 15 storey buildings are simulated in conjunction with a clayey soil representing soil class Ee according to the classification of AS1170.4–2007 (Earthquake actions in Australia) and then varying the Plasticity Index. Structural sections of the selected frames were designed according to AS3600–2009 (Australian Standard for Concrete Structures) after undertaking dynamic
APA, Harvard, Vancouver, ISO, and other styles
8

Wong, Koon Wan, and Vanissorn Vimonsatit. "Determination of Shear Capacity for Load Rating of Concrete Bridges to AS 5100.7-2017." Infrastructures 7, no. 11 (November 17, 2022): 156. http://dx.doi.org/10.3390/infrastructures7110156.

Full text
Abstract:
According to Modified Compression Field Theory (MCFT), the ultimate shear capacity of a reinforced concrete section depends on load effects (shear, moment, torsion, and axial force) caused by factored design loads. In many design standards, including Australian AS 5100.7, MCFT has been incorporated for bridge assessment, which requires a load rating to be carried out according to the loading of the nominated rating vehicle as prescribed in the standard. Recently, some approaches have been proposed for bridge load rating that have suggested using an iterative-search procedure to determine the s
APA, Harvard, Vancouver, ISO, and other styles
9

Gaurkar, Prachi P., and Amey Khedikar. "Comparison of Various Codes of Fire on Structural Design." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (June 30, 2022): 490–504. http://dx.doi.org/10.22214/ijraset.2022.43781.

Full text
Abstract:
Abstract: Fire situation is the significant issue in India and that of different designs is severely impacted by them. A portion of the design might fall after the fire in view of temperature impact. In this research, the primary spotlight on the beam and column of the structure. The standard fire curve is presented in IS code for a substantial steel support however for concrete neither fire curve is created nor any issue proclamation is given with the goal that various codes are utilized for the issue explanation. In this venture IS code, Euro Code, National Building codes of Canada and Natio
APA, Harvard, Vancouver, ISO, and other styles
10

Hedulian, S. I., O. A. Gara, and S. V. Savchenko. "COMPARATIVE ANALYSIS OF THE USE OF EXPANSION AGENTS IN REPAIR SOLUTIONS OF DRY BUILDING MIXTURES FOR IMPROVING HARDENING CONDITIONS." Modern construction and architecture, no. 1 (September 29, 2022): 55–62. http://dx.doi.org/10.31650/2786-6696-2022-1-55-62.

Full text
Abstract:
The article examines the possibility of increasing the compatibility of repair solutions based on dry mixes with damaged concrete and reinforced concrete structures by improving the curing conditions of such materials through comparative analysis of adhesive strength and linear shrinkage of cement samples using different types of superabsorbents, namely SAP Newsorb based on sodium polyacrylates from the Japanese manufacturer Newstone, Chinese MNC-SAP based on potassium polyacrylates from MUHU Construction Materials and AquaGel based on cross-linked copolymer of acrylamide and potassium acrylat
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Concrete construction Standards Australia"

1

Gravina, Rebecca Jane. "Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement." Title page, contents and abstract only, 2002. http://web4.library.adelaide.edu.au/theses/09PH/09phg777.pdf.

Full text
Abstract:
Includes corrigenda (inserted at front) and list of publications published as a result of this research. Includes bibliographical references (leaves 192-199) Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.
APA, Harvard, Vancouver, ISO, and other styles
2

Kenyon, Jonn Mark. "Non-linear analysis of reinforced concrete plane frames /." Title page, table of contents and abstract only, 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phk368.pdf.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Samman, Tamim Abdulhadi. "Indeterminate reinforced concrete frames subjected to inelastic cyclic deformation." Diss., The University of Arizona, 1987. http://hdl.handle.net/10150/184307.

Full text
Abstract:
Four full-size statically indeterminate reinforced concrete frames with two symmetrical bays were tested to obtain sufficient data to evaluate the adequacy of the current ACI-ASCE Committee 352 design recommendations, as well as to determine whether a relaxation of some of the limits in these guidelines can be justified. Each specimen contained three 8.5-foot-long columns, connected at mid-height by two 9-foot-long beams. Initially, a constant axial load was applied to each column. The specimens were then subjected to a displacement-controlled loading schedule to simulate the type of displacem
APA, Harvard, Vancouver, ISO, and other styles
4

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

Full text
Abstract:
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
APA, Harvard, Vancouver, ISO, and other styles
5

Wallace, Gabrielle, and not supplied. "Microeconomic reform of the building and development process: the development and outcomes of building regulation reform in Australia 1990-2003." RMIT University. Social Science and Planning, 2006. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20070205.123414.

Full text
Abstract:
As a component of the regulatory structure controlling building construction and land development in Australia, the system of building regulation was reformed during a period of significant restructuring of the Australian economy. The microeconomic reforms aimed to find efficiencies in government and industry sectors, and with respect to the latter, facilitate the development of competitive trade structures across national and global markets. The research provides a critical narrative account of the development and outcomes of the microeconomic reform of building regulation between 1990 and 20
APA, Harvard, Vancouver, ISO, and other styles
6

Batmunkh, Narantuya. "Engineering characteristics of construction waste for Western Australian road and highway materials." Thesis, Curtin University, 2011. http://hdl.handle.net/20.500.11937/1839.

Full text
Abstract:
This study examines the use of concrete waste by-products as a new source of road construction material in Western Australia (WA). The amount of construction waste in Western Australia increases annually, whilst natural rock aggregate is in shortage.This research focuses on whether recycled concrete, derived from various sources such as by-products from the processes of manufacturing ready-mixed concrete and waste from construction and demolition (C&D), is a viable option for use as a base and sub-base course material in road building in WA.A series of laboratory tests were conducted to determ
APA, Harvard, Vancouver, ISO, and other styles
7

Eriksson, Malin. "Life Cycle Assessment of Civil Engineering Works : And Application of European Standards on the Mälar Project." Thesis, KTH, Materialvetenskap, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-254779.

Full text
Abstract:
In this thesis, a framework is constructed for a life cycle assessment within a civilengineering project. There are various methods available on how to conduct lifecycle assessments and this thesis explores one method related to civil engineeringworks. The assessment follows the structure based in related standards such asEN 15804 which describes how to declare construction products. A working copyof a possible upcoming European level standard for sustainability assessment ofcivil engineering works is also used in the process. The object of assessment arethe materials, concrete and steel, in t
APA, Harvard, Vancouver, ISO, and other styles
8

Menchel, Kfir. "Progressive collapse: comparison of main standards, formulation and validation of new computational procedures." Doctoral thesis, Universite Libre de Bruxelles, 2008. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/210452.

Full text
Abstract:
Throughout recent history, famous records of building failures may be found, unfortunately accompanied by great human loss and major economic consequences. One of the mechanisms of failure is referred to as ‘progressive collapse’: one or several structural members suddenly fail, whatever the cause (accident or attack). The building then collapses progressively, every load redistribution causing the failure of other structural elements, until the complete failure of the building or of a major part of it. The civil engineering community’s attention to this type of event was first drawn by the pr
APA, Harvard, Vancouver, ISO, and other styles
9

Magalhães, Carlos Wagne Ferreira de Souza. "Análise comparativa do custo da estrutura de edifícios de concreto armado quando projetados pela NBR-6118:2003 e NBR-6118:1978." Universidade Católica de Pernambuco, 2006. http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=34.

Full text
Abstract:
Em Março de 2004 entrou em vigor a nova versão da norma brasileira para projeto de estruturas de concreto, a NBR 6118(2003), substituindo sua antecessora que estava em vigor desde 1978. Dentre os novos conceitos apresentados, os de maior impacto no meio técnico estão relacionados à questão da durabilidade das estruturas de concreto. Assim o presente trabalho pretende avaliar a magnitude destas alterações, com ênfase à análise de custos, que ocorrem devido à aplicação dos novos conceitos normativos no Projeto estrutural de três edifícios de concreto armado de alturas variadas. Desta forma, será
APA, Harvard, Vancouver, ISO, and other styles
10

Gravina, Rebecca Jane. "Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement / by Rebecca Jane Gravina." Thesis, 2002. http://hdl.handle.net/2440/21791.

Full text
Abstract:
Includes corrigenda (inserted after title page) and list of publications published as a result of this research.<br>Includes bibliographical references (leaves 192-199)<br>xxvii, 223 leaves : ill. ; 30 cm.<br>Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.<br>Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002
APA, Harvard, Vancouver, ISO, and other styles

Books on the topic "Concrete construction Standards Australia"

1

Loo, Yew-Chaye. Reinforced and prestressed concrete: Analysis and design with emphasis on application of AS3600-2009. Port Melbourne, Vic: Cambridge University Press, 2010.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Vance, Mary A. Concrete construction standards. Monticello, Ill: Vance Bibliographies, 1985.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Ranzi, Gianluca, ed. Time-dependent behaviour and design of composite steel-concrete structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.

Full text
Abstract:
&lt;p&gt;Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance. &lt;p&gt;The time-dependent response of concrete and its infl uence on the service behaviour and design of composite structures are the main focus of this SED. For the fi rst time, a publication combines a state-of-the-art review of the research with the available design specifi cations of Europe, Australia and New Zealand, and USA. This p
APA, Harvard, Vancouver, ISO, and other styles
4

Association, Canadian Standards. Precast concrete: Materials and construction. Rexdale, Ont: Canadian Standards Association, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Association, Canadian Standards. Concrete materials and methods of concrete construction: Methods of test for concrete. Rexdale, Ont: Canadian Standards Association, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Darvall, P. Le P. Reinforced and prestressed concrete. South Melbourne: Macmillan Australia, 1989.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

American Society for Testing and Materials. ASTM standards in ACI 318. Farmington Hills, MI: American Concrete Institute, 2002.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Ireland, National Standards Authority of. Eurocode 2: Design of concrete structures. Dublin: Eolas, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

American Society for Testing and Materials. ASTM standards in ACI 301 and 318. Farmington Hills, MI: American Concrete Institute, 1996.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

American Society for Testing and Materials. ASTM standards in ACI 301 and 318. Farmington Hills, MI: American Concrete Institute, 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Concrete construction Standards Australia"

1

Tam, Vivian W. Y., Khoa N. Le, and Cuong N. N. Tran. "Optimizing Life-Cycle Carbon Emissions for Achieving Concrete Credits in Australia." In Proceedings of the 21st International Symposium on Advancement of Construction Management and Real Estate, 1077–87. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6190-5_95.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Stidwell, Samuel, and Eric L. Kreiger. "Determination of Mechanical Properties of Additively Constructed Concrete Based on Specimen Orientation." In Standards Development for Cement and Concrete for Use in Additive Construction, 55–74. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200091.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Diggs-McGee, Brandy N., and Eric L. Kreiger. "Using Isolated Temporal Analysis to Aid in the Assessment of Structural Element Quality for Additive Construction." In Standards Development for Cement and Concrete for Use in Additive Construction, 117–43. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200105.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Kilic, Ugur, Yang Yang, Ji Ma, and Osman E. Ozbulut. "Rheological and Thermal Characterization of 3D Printable Lightweight Cementitious Composites with Fly Ash Cenospheres." In Standards Development for Cement and Concrete for Use in Additive Construction, 75–98. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200087.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Nair, Sooraj A. O., Anling Li, Barzin Mobasher, and Narayanan Neithalath. "Effect of Layer Height on Tensile Stress Distribution and Crack Width-and-Propagation in 3D Printed Fiber-Reinforced Flexural Elements." In Standards Development for Cement and Concrete for Use in Additive Construction, 13–26. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200114.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Verian, Kho P., Jarron Ashcroft, Jim Ziemlaski, Tim Brodesser, Jonathan Ladouceur, Matthew D. Carli, Randall P. Bright, and Eerik Maandi. "The Assessment of the Buildability and Interlayer Adhesion Strength of 3D-Printed Mortar." In Standards Development for Cement and Concrete for Use in Additive Construction, 99–116. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200085.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Pierson, Matthew C., and Luke R. Pinkerton. "Direct Tension Testing of Plain and Fiber Reinforced Concrete for Use in Additive Construction." In Standards Development for Cement and Concrete for Use in Additive Construction, 35–54. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200086.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Weger, Daniel, Thorsten Stengel, Christoph Gehlen, Yannick Maciejewski, and Fabian Meyer-Brötz. "Approval for the Construction of the First 3D Printed Detached House in Germany—Significance of Large Scale Element Testing." In Standards Development for Cement and Concrete for Use in Additive Construction, 144–69. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200119.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Kompella, Sriram K., Francesco Lo Monte, Marco Cucchi, Andrea Marcucci, Andrea Bassani, Stefano Guanziroli, and Liberato Ferrara. "A Methodology to Assess Early Age Fracture Performance of 3D Printable Cementitious Mixes." In Standards Development for Cement and Concrete for Use in Additive Construction, 27–34. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200093.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Moini, Reza, Jan Olek, Pablo D. Zavattieri, and Jeffrey P. Youngblood. "Open-Span Printing Method for Assessment of Early-Age Deformations of Additively Manufactured Cement-Based Materials Using an Isosceles Triangle." In Standards Development for Cement and Concrete for Use in Additive Construction, 1–12. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200089.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Concrete construction Standards Australia"

1

Solis-Navarro, Carlos, and Anna-Carin Brink. "Widening jointed reinforced concrete pavements on the Easing Sydney’s Congestion Program." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/y0qxjehe.

Full text
Abstract:
The aim of this paper is to demonstrate how existing jointed reinforced concrete pavements (JRCPs) are incorporated in the design of new and/or widened lanes as part of the Easing Sydney's Congestion (ESC) Program. The ESC Program is one of the Transport for New South Wales' initiatives to meet the increasing demand for infrastructure in the state. At the inception of the Program in 2016, major capital expenditure was set over AU $2.1 billion over five years to 2021. NSW is the State in Australia with the largest number of concrete pavements in the urban road network; mostly JRCPs many of whic
APA, Harvard, Vancouver, ISO, and other styles
2

Uy, Brian. "Applications, behaviour and construction of high performance steels in steel-concrete composite structures." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.8375.

Full text
Abstract:
This paper addresses the applications, behaviour and construction of high performance steels in steel-concrete composite structures. For the purposes of this paper, high performance steels will include high strength, stainless and weathering steels. Akin to many innovations in the construction industry, high performance steels have generally been adopted for the use in iconic projects well before design procedures have been developed in standards. This paper will provide a summary of many of the applications particularly as they pertain to iconic projects in Australasia and internationally. Re
APA, Harvard, Vancouver, ISO, and other styles
3

Stark, Jan W. B. "European Standards for Composite Construction." In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)72.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Hill, A. B., and B. F. Ronalds. "Optimised Float-out of Concrete Offshore Platforms Towards Increasing Construction Potential in Australia." In SPE Asia Pacific Oil and Gas Conference and Exhibition. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/50144-ms.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Hodgkinson, John. "Industry Training for Concrete Paving Crews in Australia (2006-2020): The “Grey Card” Course." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/zi0gjbke.

Full text
Abstract:
In addition to advances in materials and construction equipment there is a continuing need to ensure adequate skills are available within paving crews. Since 2006 concrete pavement crews and their supervisors in Australia have been required to undertake a mandatory one-day course. Known in industry as the ``Grey Card'' course it was developed jointly by NSW Roads and Maritime Services (RMS) and industry applicable to highway and similar classification roads. It demonstrates a commitment from both sectors to relevant training. Over 180 courses with 3,800 participants have been completed in four
APA, Harvard, Vancouver, ISO, and other styles
6

""Seventy-Year History of Wire-Wrapped Prestressed Concrete Tanks: Practice, Performance And Professional Standards"." In SP-285: Concrete Construction and Structural Evaluation: A Symposium Honoring Dov Kaminetzky. American Concrete Institute, 2012. http://dx.doi.org/10.14359/51683936.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Moss, Justin, and Nicole Liang. "A Contemporary Comparison of Life Cycle Evaluations of Road Pavements in Australia-Asphaltic Concrete vs Portland Cement Concrete." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/qyk86wg1.

Full text
Abstract:
Life cycle cost analyses (LCC/A) have not typically been used for pavement optioneering for nearly 30 years in Australia, nor are they generally required in detailed design. To date, asphalt pavements were assumed to have lower construction costs but acknowledged as requiring regular maintenance (every 5 to 10 years), whereas concrete is well known to require less maintenance (typically at intervals of 10 to 20 years). Concrete is therefore characterised as being lower cost only in terms of its life cycle and consequently overlooked where construction costs are the focus of pavement options ev
APA, Harvard, Vancouver, ISO, and other styles
8

Marfella, Giorgio. "Seeds of Concrete Progress: Grain Elevators and Technology Transfer between America and Australia." In The 38th Annual Conference of the Society of Architectural Historians Australia and New Zealand. online: SAHANZ, 2022. http://dx.doi.org/10.55939/a4000pi5hk.

Full text
Abstract:
Modern concrete silos and grain elevators are a persistent source of interest and fascination for architects, industrial archaeologists, painters, photographers, and artists. The legacy of the Australian examples of the early 1900s is appreciated primarily by a popular culture that allocates value to these structures on aesthetic grounds. Several aspects of construction history associated with this early modern form of civil engineering have been less explored. In the 1920s and 1930s, concrete grain elevator stations blossomed along the railway networks of the Australian Wheat Belts, marking w
APA, Harvard, Vancouver, ISO, and other styles
9

Пулатова, Д. "MAIN CHARACTERISTICS OF CELLULAR CONCRETE." In Status and development trends of standardization and technical regulation in the world. Tashkent state technical university, 2022. http://dx.doi.org/10.51346/tstu-conf.22.1-77-0008.

Full text
Abstract:
This article discusses the use and advantage of ash concrete in construction. Considered technical characteristics according to standard standards According to the results of studies of cellular ash concrete, it was found mainly high thermal properties. The results of comparative studies are given ash concrete on density and thermal conductivity.
APA, Harvard, Vancouver, ISO, and other styles
10

McManus, Adam, Daniel Tofful, and Rafal Wozniak. "Design of segmental box girder bridges with match cast dry joints in Melbourne, Australia." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0269.

Full text
Abstract:
&lt;p&gt;A study of recent work undertaken on the Caulfield to Dandenong Level Crossing Removal Project and West Gate Tunnel Project in Melbourne Australia. The viaducts on these projects were precast segmental box girders erected span-by-span with match cast dry joints which present several key advantages in brownfield construction of linear infrastructure.&lt;/p&gt;&lt;p&gt;These case studies consider the application of Australian and International design standards to the design of Australian Infrastructure. It is acknowledged that international design standards such as AASHTO have moved awa
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Concrete construction Standards Australia' for particular source types:
Journal articles Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography