Relevant bibliographies by topics / Precast concrete construction Design and construction

Contents

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

Academic literature on the topic 'Precast concrete construction Design and construction'

Author: Grafiati
Published: 10 December 2022
Last updated: 31 July 2025

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Journal articles on the topic "Precast concrete construction Design and construction"

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Prof.Eshwaraj, Dr. Vinod B R, Dr. Ananthayya M B, and Prof. Gowtham B. "Precast Concrete Construction Technology." International Research Journal on Advanced Science Hub 7, no. 02 (2025): 70–78. https://doi.org/10.47392/irjash.2025.009.

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Multi-storey building would be the greater part influenced by quake constrains to seismic prone areas. The major concern in the design of the multi-Storey building is the structure to have enough lateral stability to resist lateral forces buckling to control lateral drift and displacement of the building. The application of the shear wall system in Reinforcement concrete (RC) building has been widely used to minimize seismic consequences. Besides, the building with concentrated steel bracing system is used for the building. Both of the system has significance of the structural performance. Alt
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Hamzeh, Farook, Omar Abdul Ghani, Mohammad Bassel Saleh Bacha, and Yara Abbas. "Modular concrete construction." Engineering, Construction and Architectural Management 24, no. 6 (2017): 935–49. http://dx.doi.org/10.1108/ecam-11-2014-0148.

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Purpose This study evaluates the enablers and barriers for modular concrete construction in Lebanon. The purpose of this paper is to investigate various factors (time, cost, technical know-how, organizational, sustainability, etc.) and their influence on the choice of the construction method. The paper examines the different assessments of designers, manufacturers, and contractors regarding precast construction in comparison to traditional in-situ methods, and highlights the major differences in their views. Design/methodology/approach Structured face-to-face surveys were conducted with top ma
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Fan, Xin Hai, Rong Quan Ma, and Ming Liu. "Design on a Total Precast Concrete Parking Structures." Applied Mechanics and Materials 351-352 (August 2013): 641–44. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.641.

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The construction noise and wasted material of total precast concrete structure are reduced by factory production of components and assembled construction, green construction can be achieved.Combined with the first total precast parking structure in China, the connection modes of precast components are introduced,such as between precast columns and precast columns, between precast columns and precast inverted beams, between precast double tee slabs and precast columns or precast shear wall, which can provide a reference for the design of similar engineering.
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Dr., R. N. Uma, Suganya S., and V. Saranya C. "A REVIEW ON PERFORMANCE OF SELF COMPACTING CONCRETE USING MINERAL AND CHEMICAL ADMIXTURE." International Journal of Engineering Research and Modern Education Special Issue, April 2017 (2017): 157–61. https://doi.org/10.5281/zenodo.573200.

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Self-Compacting Concrete Originally developed in Japan, SCC technology was made possible by the much earlier development of Superplasticisers for concrete. The self-compacting concrete (SCC), has been used in precast constructions like bridge, building and tunnel construction since the early 1990’s. In the last five years, a number of SCC bridges have been constructed in Europe. The application of SCC in highway bridge construction is very limited at this time. However, the U.S. precast concrete industry is beginning to apply the technology to architectural concrete. SCC has high potential for
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Wenke, Jeff M., and Charles W. Dolan. "Structural integrity of precast concrete modular construction." PCI Journal 66, no. 2 (2021): 58–70. http://dx.doi.org/10.15554/pcij66.2-02.

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The American Concrete Institute’s (ACI’s) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) contains structural integrity provisions for precast concrete panel buildings but does not address the structural integrity of precast concrete modules. ACI 318 requires spaced steel ties in all directions to tie the precast concrete panel elements together. These criteria are impractical for precast concrete modules due to the construction methods and the overall rigidity of each module. Precast concrete modules are inherently stable, even when subjected to Ge
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Kanchle, Nikhil, Neelam Khushwa, and Nitya Durve. "Precast Concrete Work in Curved Structures." International Journal for Research in Applied Science and Engineering Technology 11, no. 7 (2023): 830–34. http://dx.doi.org/10.22214/ijraset.2023.54708.

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Abstract: Building component producers face additional hurdles as a result of free form architecture with complicated geometries. A number of famous buildings now include geometrically intricate freeform skins and structures.The skins must be decomposed into manufacturable panels and adequate support structures must be provided. This presentation will go over concrete work in curved constructions. A concrete shell, also known as a thin shell concrete structure, is a construction made of a relatively thin shell of concrete that often lacks interior columns and outside buttresses. Concrete shell
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Shi, Xiaona, Xian Rong, Lin Nan, Lida Wang, and Jianxin Zhang. "A New Steel-Joint Precast Concrete Frame Structure: The Design, Key Construction Techniques, and Building Energy Efficiency." Buildings 12, no. 11 (2022): 1974. http://dx.doi.org/10.3390/buildings12111974.

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Assembled methods play a critical role in the construction of precast concrete structures. However, conventional dry-connections-like sleeve grouting joints in precast concrete structures lagged at a low construction and management efficiency with poor quality control. In this study, a novel steel joint for precast reinforced concrete beam-column components is proposed to improve constructability. New joints transform the assembled method from reinforced concrete members into a steel structure by setting a pre-embedded steel connector at both ends of reinforced concrete beams and columns, show
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Fotin, O. V. "Russia’s technological sovereignty ensuring." Stroitel nye Materialy, no. 3 (March 15, 2025): 37–45. https://doi.org/10.31659/0585-430x-2025-833-3-37-45.

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The “Strategy for construction industry and housing and communal services development in the Russian Federation for period up to 2030 with a forecast up to 2035” noted the need to reduce the investment and construction cycle duration by at least 30% due to, among others, standard design and precast concrete construction mass implementation. Precast concrete buildings and structures construction is a system consisting of the engineering community various activities. Creation of a technical documentation unified system that can be used by any designers, manufacturers of precast concrete and buil
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Kim, Haena, Byungkyu Moon, Xinyu Hu, et al. "Construction and Performance Monitoring of Innovative Ultra-High-Performance Concrete Bridge." Infrastructures 6, no. 9 (2021): 121. http://dx.doi.org/10.3390/infrastructures6090121.

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The application of Ultra-High-Performance Concrete (UHPC) materials in rehabilitating bridges and constructing primary bridge components is increasing rapidly across the world because of their superior strength and durability characteristics when compared to regular concretes. However, there have been few new bridges constructed using UHPC materials with regular formworks, ready-mix trucks, and construction equipment. This paper presents a comprehensive report encompassing the design, construction, and performance monitoring of a new bridge constructed in Iowa using a unique UHPC technology th
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Peng, Peng, Zu Guang Yuan, Bo Tian, and Kai Min Niu. "Research on Application of Precast-Assemble Technology to Road Maintenance Engineering." Applied Mechanics and Materials 361-363 (August 2013): 1693–98. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1693.

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Through research on precast assembling structural design and construction technology in cement concrete pavement maintenance engineering, this paper brings forward reasonable size for precast assembling slab in cement concrete pavement maintenance engineering to improve original precast assembling construction technology and brings forward effective improvement measures for original construction technical difficulties. And simultaneously, through making a comparison of socioeconomic benefits among precast assembling maintenance mode, cast-in-place ordinary concrete maintenance mode , cast-in-p
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Dissertations / Theses on the topic "Precast concrete construction Design and construction"

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Leung, Chun-yu Cliff, and 梁鎮宇. "Performance of in-situ concrete stitches in precast concrete segmentalbridges." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B49617758.

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Multi-span precast concrete segmental bridges are commonly constructed using the balanced cantilever method, which essentially involves sequentially extending precast segments outwards from each pier in a balanced manner. A gap of 100 to 200 mm wide is usually provided around the mid-span location between the last two approaching segments to facilitate erection. In-situ concrete is then cast to ‘stitch’ the segments together, thus making the bridge deck continuous. In the current practice, the in-situ concrete stitches are usually designed to be capable of sustaining considerable sagging mome
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Joy, Westin T. "Concrete capacity design of the Cazaly hanger." Laramie, Wyo. : University of Wyoming, 2008. http://proquest.umi.com/pqdweb?did=1799711381&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.

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Mostert, Louwrens Hubert. "Design and construction preferences for connections in the precast concrete industry of South Africa." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/96036.

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Thesis (MEng)--Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: Precast concrete has been used for decades in the construction industry, locally as well as internationally. Rapid urban development and the need for shorter construction periods for building and infrastructure projects have however encouraged more use of precast concrete construction. The improved speed of construction, high quality and less labour requirements that precast offers makes it an effective type of construction method for modern development. The utilization of various precast concrete systems has been frequent
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Jurgens, Christiaan Johannes. "An investigation into the feasibility of hybrid concrete construction in South Africa." Thesis, Link to the online verion, 2008. http://hdl.handle.net/10019/771.

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Parmar, Surinder Singh. "2-D non-linear seismic analysis of one-storey eccentric precast concrete buildings." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26728.

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Investigations into the behaviour of precast buildings under earthquake loading have shown that the connections are likely to be the weakest link in a pre-cast structure, and the stability of the structure under earthquake loading depends upon the strength & stability of these connections. A 2-dimensional non-linear dynamic analysis of a one storey box-type pre-cast buildings is presented. The shear walls in the buildings are modelled by linear springs, the properties of which depend upon the connections connecting the rigid panels of the shear walls. To check the effectiveness of the NBCC co
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Almer, Kevin L. "Longitudinal seismic performance of precast girders integrally connected to a cast-in-place bentcap." abstract and full text PDF (UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3339092.

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Moor, Christian. "Analytical and experimental evaluation of advanced cladding connections." Thesis, Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/21441.

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Kim, Jubum. "Behavior of hybrid frames under seismic loading /." Thesis, Connect to this title online; UW restricted, 2002. http://hdl.handle.net/1773/10121.

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Murahidy, Alexander Gustav. "Design, construction, dynamic testing and computer modelling of a precast prestressed reinforced concrete frame building with rocking beam-column connections and ADAS elements." Thesis, University of Canterbury. Department of Civil Engineering, 2004. http://hdl.handle.net/10092/2514.

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Following a major earthquake event, essential public amenities such as medical facilities and transport networks need to remain functional - not only to fulfil their ongoing role in serving the community but also to cope with the added and immediate demand of a population affected by a natural disaster. Furthermore, the economic implications of wide spread damage to housing and commercial facilities should not be discounted. A shift in design approach is required that is consistent with current trends towards performance based building design. The present aim is to achieve seismic energy dissi
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Omar, Wahid. "Diaphragm action in precast concrete floor construction." Thesis, University of Nottingham, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254392.

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Books on the topic "Precast concrete construction Design and construction"

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Canada Mortgage and Housing Corporation., ed. Architectural precast concrete walls. Canada Mortgage and Housing Corporation, 2002.

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Prefabrication, FIP Commission on, ed. Precast concrete piles. T. Telford, 1986.

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D, Martin Leslie, Perry Christopher J, and Precast/Prestressed Concrete Institute, eds. PCI design handbook: Precast and prestressed concrete. 6th ed. Precast/Prestressed Concrete Institute, 2004.

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Institute, Precast/Prestressed Concrete, ed. PCI design handbook: Precast and prestressed concrete. 5th ed. Precast/Prestressed Concrete Institute, 1999.

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Institute, Prestressed Concrete, ed. PCI design handbook: Precast and prestressed concrete. 3rd ed. Prestressed Concrete Institute, 1985.

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Institute, Precast/Prestressed Concrete, ed. PCI design handbook: Precast and prestressed concrete. 4th ed. Precast/Prestressed Concrete Institute, 1992.

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Wipf, T. J. Precast concrete elements for accelerated bridge construction. Center for Transportation Research and Education, Iowa State University, 2009.

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Fédération Internationale de la Précontrainte. Planning and design handbook on precast building structures. SETO, 1994.

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Group, Consulting Engineers. Survey of precast prestressed concrete parking structures. Prestressed Concrete Group, Consulting Engineers Group, 1986.

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béton, Fédération internationale du, ed. Precast concrete bridges: State-of-art report. International Federation for Structural Concrete, 2004.

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Book chapters on the topic "Precast concrete construction Design and construction"

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Zhang, Binghe, Yicai Yang, Haijun Jiang, Zhangsheng Yue, and Shumin Wan. "Experimental and Simulation Study on the Stress Characteristics of Precast U-Shaped Beam Slab of Prestressed Concrete for High-Speed Railways." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_10.

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AbstractThe precast U-shaped beam slab of prestressed concrete is a crucial structural form in railway bridge construction, with its stress characteristics directly affecting the safety and stability of railway bridges. This study examines the stress characteristics of the slab track, including transverse bending, shear lag effects, and the stress state at the junction between the web and the bottom slab. It selects precast U-beams from actual field projects to investigate the transverse bending performance, shear lag effects, and stress conditions at the junctions through experimental studies
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Liu, Shuai, Asif Mansoor, Ghulam Muhammad Ali, Ahmed Bouferguene, and Mohamed Al-Hussein. "Axiomatic Design-Based Optimization Framework for Factory Logistics Design in Precast Concrete Construction." In Lecture Notes in Civil Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34593-7_30.

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Warnes, Cloyd E. "Design and construction features of a 37-story precast reinforced concrete moment frame building in Tokyo." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri. University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-072.

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Rabiei, Montazar, and Mehdi Bakhshi. "Design and construction of internal structures of Montreal REM Airport Tunnel using precast steel fiber reinforced concrete units." In Expanding Underground - Knowledge and Passion to Make a Positive Impact on the World. CRC Press, 2023. http://dx.doi.org/10.1201/9781003348030-105.

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Yu, Haian, Lei Zhang, Shuai Su, and Kun Huang. "Experimental and Numerical Studies on Shear and Tensile Behavior of Horizontal Connecting Joints for Improved Precast Concrete Bearing Wall Structure." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_23.

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AbstractAn improved precast bearing wall structure was proposed, with light weight gauge steel members embedded in the wall, forming full length hole for dowels passing through, which can provide higher speed and lower cost construction method, especially for low rise buildings. The shear and tensile behavior of the horizontal joints for the novel precast bearing wall structure were studied through experimental and numerical investigation in this paper. Three identical specimens for horizontal joints shear and tensile tests separately were tested. The shear test specimens were designed from th
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Soutsos, Marios, and Peter Domone. "Concrete mix design." In Construction Materials. CRC Press, 2017. http://dx.doi.org/10.1201/9781315164595-25.

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Mosley, W. H., J. H. Bungey, and R. Hulse. "Composite construction." In Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_13.

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Surahyo, Akhtar. "Errors in Design and Detailing." In Concrete Construction. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10510-5_12.

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Wu, Peng, and Sui Pheng Low. "Precast Concrete Products in Construction Sites." In Lean and Cleaner Production. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-42062-7_9.

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Madireddy, Harika, Sivakumar Naganathan, and B. Mahalingam. "A Review on Precast Concrete Construction." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5041-3_7.

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Conference papers on the topic "Precast concrete construction Design and construction"

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Marek, Jan, Jan Prchal, Jiří Kolisko, David Čítek, Petr Tej, and Lukáš Vrablik. "The Past Decade of UHPFRC Bridges in the Czech Republic." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-3vpefi.

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This paper provides an overview of significant UHPFRC structures built in the Czech Republic over the past decade. The use of precast UHPFRC elements in bridge construction has grown substantially during this period. The accumulated knowledge in design, production, and construction culminated in the publication of the new Czech standard, TP 267, in 2024.Additionally, this paper offers a brief insight into the research and development of this advanced composite material, tracing its progression from laboratory studies to real-world construction applications. Concrete examples illustrate this ev
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Tanaka, Izumi, Yoshinori Uchida, Kouki Ikeuchi, Kenichi Nakatsumi, Masaya Kawane, and Kenta Kobira. "Creative Seismic Design and Application of Precast Concrete Member of Nakatsugawa Bridge Over the Fault Fracture Zone - Butterfly Webs Extradosed Bridge -." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1512.

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&lt;p&gt;The bridge is a triple-span extradosed partially prestressed concrete (PPC)bridge in a steep ravine which is located between tunnels. According to a detailed geological survey, fault fracture zones are widely spread under the bridge. Because the faults are possibility large displacement, it is designed as an extradosed bridge to prevent collapse and unrepairable damage in case of a huge earthquake.&lt;/p&gt;&lt;p&gt;Piers and towers should not be arranged near these faults, as a result, the span distribution of the bridge became unbalanced. Therefore, lightweight concrete precast pane
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Raouffard, Mahdi, Eiichi Yamazaki, Yoshitaka Sakai, Tsutomu Komuro, Takefumi Doi, and Kensuke Harada. "Fostering Sustainability in Conventional Reinforced Concrete Building Structures: Effective Measures in Kobe Port Museum Building." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1734.

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&lt;p&gt;Reinforced concrete (RC) building structures have earned high trust among building developers, architects, and structural engineers in Japan due to significant improvements in construction, innovations in the aesthetic features of concrete surface finishing, and the development of structural design tools. However, the environmental burden of concrete materials, construction, and demolition work remains a challenge. This paper presents an example of an RC building project where engineers adopted methods and innovations to increase the durability and sustainability of the building. Foll
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Gao, Yun-feng, Zhi-gang Wang, Zeng Zeng, and Yan Xu. "Experimental study on the feasibility of a centrifugal precast pipe column with a socket connection." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.1367.

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&lt;p&gt;As accelerated bridge construction for bridges continues to evolve in China, the application of this technology has expanded from superstructures to substructures. To further promote its application, this paper aims to propose the socketed centrifugal precast pipe column as a reference replacement solution. Two specimens were designed in this paper based on preliminary experimental research: one is a cast-in-place (CIP) solid cylindrical column specimen, and the other is a socketed centrifugal precast pipe column specimen. The performance differences between the two types of columns w
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Cañada Pérez-Sala, Javier, and Ana M. Ruiz-Teran. "Numerical analysis of Precast Concrete Segmental Bridge decks for High-Speed Railway lines with external and internal prestressing tendons." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0643.

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&lt;p&gt;Precast Concrete Segmental Bridges (PCSBs) tend to incorporate bonded internal prestressing tendons and unbonded external tendons. Each type of tendons has different characteristics regarding mechanical behaviour, durability, and ease of construction. In order to study the influence of combining the two types of tendons in PCSBs for high-speed railways, Finite Element models of a benchmark case with different proportions of internal and external prestressing tendons have been analysed. Static and dynamic load models representing the actions of high-speed trains circulating over the br
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McIlwain, Sam, Bruce Hamersley, William Wu, and Tian Wang. "Viaduct Solutions for Unstable Slopes in the Kicking Horse Canyon." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0533.

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&lt;p&gt;This paper presents an innovative viaduct solution using accelerated bridge construction techniques crossing a series of unstable slopes, active landslides, and avalanche and rock fall paths along a treacherous highway section of the Kicking Horse Canyon Phase 4 project in British Columbia, Canada. The utilization of compact precast concrete components significantly minimized on-site labour requirements, improved the constructability, and reduced the construction schedule and cost. Approximately 1.8 km of viaduct structures were designed to span the unstable soils. Significant loads f
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Pfleger, Marc-Patrick, Elisabeth Radl, and Patrick Huber. "Databased prefabrication of parameterized concrete formwork elements with interlocking wood joints." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1935.

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&lt;p&gt;The construction of concrete structures and their design flexibility is directly related to the use of different formwork elements or the limitations of existing systems. Especially in infrastructure projects and occasionally in building construction, complex geometries such as single or double curved surfaces are realized in concrete or reinforced concrete. This requires the precise fabrication of formwork boxes, which are used where reusable formwork systems lacks adaptability. This paper explores ways to increase the efficiency of custom formwork production through fully automated
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Wolf, Mario, Oliver Vogt, and Detlef Gerhard. "Asset Administration Shell Integration for Iot Sensors: An Automated Process for Precast Concrete Elements." In Creative Construction Conference 2024. Budapest University of Technology and Economics, 2024. http://dx.doi.org/10.3311/ccc2024-055.

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"Beam-Column Joints in Precast Concrete Construction in Japan." In SP-123: Design of Beam-Column Joints for Seismic Resistance. American Concrete Institute, 1991. http://dx.doi.org/10.14359/2907.

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Sakai, Hideaki. "Design method for renewal from reinforced concrete slab to precast prestressed concrete slab." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5013.

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Reports on the topic "Precast concrete construction Design and construction"

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Nema, Arpit, and Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/zisp3722.

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This report describes the design, construction, and shaking table response and computation simulation of a Low Seismic-Damage Bridge Bent built using Accelerated Bridge Construction methods. The proposed bent combines precast post-tensioned columns with precast foundation and bent cap to simplify off- and on-site construction burdens and minimize earthquake-induced damage and associated repair costs. Each column consists of reinforced concrete cast inside a cylindrical steel shell, which acts as the formwork, and the confining and shear reinforcement. The column steel shell is engineered to fa
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Chang, Luh, Yu-Tzu Chen, and Sangwook Lee. Using Precast Concrete Panels for Pavement Construction in Indiana. Purdue University, 2004. http://dx.doi.org/10.5703/1288284313344.

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Becker, Maggie E., Jeffrey S. West, and Carl J. Larosche. Investigation of Bond in Unreinforced Interfaces for Partial- Depth Repairs and New Construction. Precast/Prestressed Concrete Institute, 2023. http://dx.doi.org/10.15554/pci.rr.conn-010.

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The research discussed in this progress report has been proposed to study the interface shear transfer in applications for partial-depth concrete repairs and for topping applications on precast elements. This research comprises two phases of laboratory testing. Phase 1 was developed to study the (local) interface bond strength of slab specimens through direct shear tests and direct tensile pull-off tests. Phase 2 comprises flexural tests on beam specimens to assess interface shear strength under combined bending and shear.
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Wu, Yingjie, Selim Gunay, and Khalid Mosalam. Hybrid Simulations for the Seismic Evaluation of Resilient Highway Bridge Systems. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ytgv8834.

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Bridges often serve as key links in local and national transportation networks. Bridge closures can result in severe costs, not only in the form of repair or replacement, but also in the form of economic losses related to medium- and long-term interruption of businesses and disruption to surrounding communities. In addition, continuous functionality of bridges is very important after any seismic event for emergency response and recovery purposes. Considering the importance of these structures, the associated structural design philosophy is shifting from collapse prevention to maintaining funct
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Grasty, R. L., and Y. B. Blanchard. The design, construction, and application of concrete models for calibrating borehole gamma-ray spectrometers. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1993. http://dx.doi.org/10.4095/193320.

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Tibbetts, Caitlin, Jesse Doyle, W. Robinson, Ester Tseng, Joseph Bonelli, and Robert Turner. Full-scale evaluation of saltwater concrete for airfield pavement construction and repair. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49431.

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The US Navy has a need to rapidly construct concrete facilities onshore to support contingency operations. Mixing water for concrete is typically specified to be freshwater; however, in many scenarios there are limited amounts of freshwater available for construction. Thus, use of readily available saltwater would be advantageous. This project’s objective was to evaluate the suitability of saltwater as a replacement for freshwater for producing concrete airfield pavement under relevant operational scenarios. Three full-scale test sections were constructed, and performance was evaluated in the
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Huang, Cihang, Yen-Fang Su, and Na Lu. Self-Healing Cementitious Composites (SHCC) with Ultrahigh Ductility for Pavement and Bridge Construction. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317403.

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Cracks and their formations in concrete structures have been a common and long-lived problem, mainly due to the intrinsic brittleness of the concrete. Concrete structures, such as rigid pavement and bridge decks, are prone to deformations and deteriorations caused by shrinkage, temperature fluctuation, and traffic load, which can affect their service life. Rehabilitation of concrete structures is expensive and challenging—not only from maintenance viewpoints but also because they cannot be used for services during maintenance. It is critical to significantly improve the ductility of concrete t
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Criner, Nichole Marie, Manuel Salmeron, Xin Zhang, Shirley J. Dyke, Julio A. Ramirez, and Benjamin Eric Wogen. Predictive Analytics for Quantifying the Long-Term Costs of Defects During Bridge Construction. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317615.

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During the lifecycle of a bridge, deterioration of the concrete deck originates from many sources, e.g., corrosion due to water infiltration in conjunction with chlorides from the use of de-icing salts. Such deterioration may be affected by any one of the following six actions relevant to a bridge from conception to demolition: design, construction, in-service conditions, maintenance, repair and rehabilitation, and replacement. Many researchers have studied the relationships between these sources and their consequences. However, the relationship between construction defects and inspection prac
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Robinson, W., Jeb Tingle, James Davis, and Nathan Bowser. Naval expeditionary runway construction criteria : evaluation of reduced flexural strength portland cement concrete under P-8 traffic. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49772.

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A full-scale airfield pavement test section was constructed and trafficked by the US Army Engineer Research and Development Center (ERDC) to investigate the impact of substandard flexural strength portland cement concrete (PCC) on the pavement structural support requirements for the P-8 aircraft. The substandard pavements were representative of those that may be encountered in remote locations where there may be a lack of locally available competent materials, standard construction equipment, or a skilled labor force. The test section consisted of two PCC surface thicknesses that closely match
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LaNier, M. W. LWST Phase I Project Conceptual Design Study: Evaluation of Design and Construction Approaches for Economical Hybrid Steel/Concrete Wind Turbine Towers; June 28, 2002 -- July 31, 2004. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/15011444.

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