Relevant bibliographies by topics / Concrete Engineering Company

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Academic literature on the topic 'Concrete Engineering Company'

Author: Grafiati
Published: 22 February 2023
Last updated: 31 July 2025

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Journal articles on the topic "Concrete Engineering Company"

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Wang, Gui Ling, Ming Lei Ma, Dong Mei Miao, and Hong Juan Ma. "Pump Ability of Concrete Mixture Improvement Based on Rich Mortar Theory Testing Method." Applied Mechanics and Materials 472 (January 2014): 704–7. http://dx.doi.org/10.4028/www.scientific.net/amm.472.704.

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Ready-mixed concrete has gained more and more popularity in the construction projects in China. Long distance or high dislocation pump of concrete mixture is difficult to control the concrete quality , even more worse, the concrete may become drier or stocked during the pumping. How to improve the concretes pump ability is a major concern of the construction company. With the development of civil engineering, the building get much more higher and the bridge get much more longer, the pump ability of concrete matters the final product quality of the structure. This article proposed a comprehensi
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Tian, Yu Ze. "Experimental Study on Producing Concrete Hollow Block with Mining Slag." Advanced Materials Research 261-263 (May 2011): 820–23. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.820.

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The experiments of compressive strength about maix proportion of concrete are repeatedly done, adopting orthogonal experimental method. In this experiment, dry separation waste rocks and mine tailings in mining slag of Qidashan Iron Mine which is subsidiary company of Anshan Iron and Steel Corporation are used instead of traditional fine and coarse aggregate concretes. Then the optimized mix proportion is determined to make the concrete small hollow blocks. Sample test shows that it is feasible to make load bearing concrete small hollow blocks which can meet national standards.
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Xu, Xing Wei, and Ji Yao. "Application Research of Orthogonal Analysis for Components Selection of Heat-Resistant Concrete." Advanced Materials Research 1015 (August 2014): 72–76. http://dx.doi.org/10.4028/www.scientific.net/amr.1015.72.

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Combined with the heat-resistant concrete needed for a company combustor, based on the availability of local raw materials, the orthogonal test was used, then by the variance analysis and range analysis, the components of the heat-resistant concrete which could meet the technical requirements of the project were selected. Engineering application results showed: the components of the concrete could meet technical indicators for the engineering application, and effectively reduced the cost of production of heat-resistant concrete.
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Zi, Qiang. "Application of new green building materials in civil engineering." Applied and Computational Engineering 23, no. 1 (2023): 146–51. http://dx.doi.org/10.54254/2755-2721/23/20230644.

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About 50% of the world's energy consumption comes from the construction industry. At the same time, more than 60% of the raw materials that humans obtain from nature, such as wood, stone, sand, etc., are used to build various buildings. During the construction process, the processing of these materials can cause a large amount of pollution. For example, the production of concrete can cause an increase in greenhouse gas emissions. These phenomena urge us to improve and upgrade building materials to ensure that the basic functions of the building are achieved and its safety is guaranteed on the
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Benko, Vladimír, Ľudovít Fillo, Peter Kendický, and Veronika Knapcová. "Experimental and Numerical Analysis of Concrete Slender Columns by Stability Failure." Applied Mechanics and Materials 821 (January 2016): 747–52. http://dx.doi.org/10.4028/www.scientific.net/amm.821.747.

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The European Standard [1] for design of concrete compressed slender members shows a significant deficit in global reliability for the design method based on non-linear analysis. The experimental investigation at the Faculty of Civil Engineering SUT in Bratislava was planned for slender concrete columns made of different concrete strength classes - C45/55, C70/85 and C100/115. A basic aim of the analysis was to design concrete columns subjected to bending moment and axial force where the stability failure proceeds at the compression strain 1.5 ‰. The first of three series of experimental and nu
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Vonk, Sarah, and Alexander Taffe. "Detection of near-surface reinforcement in concrete components with ultrasound." MATEC Web of Conferences 199 (2018): 06007. http://dx.doi.org/10.1051/matecconf/201819906007.

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Ultrasonic testing of concrete has grown in importance considerably in recent years in non-destructive testing in civil engineering (NDT-CE). In the past, the main focus was on the imaging of the internal construction of steel and prestressed concrete components. On the other hand, comparatively little attention was paid to the location of near-surface reinforcement and concrete cover measurement. In this research, it is shown to what extent ultrasound is suitable for the detection of near-surface reinforcement in addition to magnetic inductive methods. The measurements were carried out with t
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Raymond, Gerald P. "Track and support rehabilitation for a mine company railroad." Canadian Geotechnical Journal 37, no. 2 (2000): 318–32. http://dx.doi.org/10.1139/t99-108.

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The initial support and tie foundation problems of a railroad track built in 1974 to carry axle loads 21% greater than presently (1998) permitted under interchange laws at a speed of 88 km/h are presented. Some of the concerns related to and affecting the final rehabilitation that resulted in a final satisfactory performance are documented. The foundation engineer's interest is directed to the ballast, the tie, and to a lesser extent the rail's behaviour. Cobble-sized (75-150 mm) river gravel was used as the source for the ballast in the rehabilitation. The ballast's satisfactory performance h
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Seitl, Stanislav, Vlastimil Bílek, Hana Šimonová, and Zbyněk Keršner. "Mechanical and Fatigue Parameters of Two Types of Alkali-Activated Concrete." Key Engineering Materials 665 (September 2015): 129–32. http://dx.doi.org/10.4028/www.scientific.net/kem.665.129.

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The alkali-activated concrete is prepared as a new potential material for the production of concrete elements developed by ZPSV, a. s. company. Note that civil engineering structures are usually made of ordinary Portland cement (OPC) based concrete but today, the cement industry is responsible for emitting between 6% and 7% of all the CO2 emission into the atmosphere. Therefore, it is essential to seek different binders to provide environmental friendly materials. One possible alternative is the application of alkali-activated concrete. The optimal design of concrete mixture was studied in thi
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Fládr, Josef, and Alena Kohoutkova. "High Performance Concrete Experimental Structure." Advanced Materials Research 1000 (August 2014): 269–72. http://dx.doi.org/10.4028/www.scientific.net/amr.1000.269.

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An experimental structure from high performance concrete was created within the scope of long-term research and development program of the Department of Concrete and Masonry Structures, Faculty of Civil Engineering, CTU in Prague that is focused on advanced cementitious composites. The intention was to build a structure of so called “CyclePoint” (resting place for bikers) interesting from architectural point of view and made from non-traditional, high durability material. Transfer of high performance concrete composition designed in the laboratory to the mixing plant construction company was a
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Fiorineschi, Lorenzo, Susanna Papini, Luca Pugi, Andrea Rindi, and Federico Rotini. "Systematic design of a new gearbox for concrete mixers." Journal of Engineering, Design and Technology 18, no. 6 (2020): 2017–42. http://dx.doi.org/10.1108/jedt-10-2019-0254.

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Purpose The purpose of this study is to identify an innovative solution for the power transmission gearbox of concrete mixers, according to the specifications provided by the company. Design/methodology/approach A tailored systematic design approach (inspired to the German systematic framework) has been adopted to comprehensively gather the company specifications and perform in-depth design space explorations. Subsequently, an iterative embodiment design approach has been followed to identify the size of the components for the preferred concept, by using acknowledged mechanical design procedur
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Book chapters on the topic "Concrete Engineering Company"

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Brekke, Simon, and Reyn O’Born. "Life Cycle Assessment of Geopolymer Concrete Made with Tailings from Ilmenite Mining." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_69.

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AbstractGlobal CO2 emissions from cement production represent a major challenge on the path towards a future of net zero emissions. Concrete represents 5–8% of the total global CO2 emissions while remaining a critical building material globally. It is imperative to find low-emissions solutions that can reduce the environmental impacts by finding new mixtures and binders for cement production, which are the main contributing factor for emissions from concrete. Alternative concrete binders are being developed, and one such binder is geopolymer cement. Geopolymer cement is made by mixing industri
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Alias, Afiqah, Atiah Abdullah Sidek, Md Yusof Ismail, and Muataz Hazza. "Identifying Bottleneck Process Using Production Time Study in Concrete Pole Manufacturing Company in Malaysia." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0950-6_21.

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Sterpellone, Alessandro, Randi Christensen, Arne Frederiksen Bæksted, and Julie Rønholt Lange. "Life Cycle Carbon Assessment Methods for Structural Materials in Bridges." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_129.

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AbstractAs an engineering consultancy company involved in large infrastructure projects globally, COWI has the responsibility of recommending the use of materials that are suitable for the projects that match the sustainability ambitions of both client and COWI and, more importantly, that contribute to shaping a sustainable and livable world. This requires us to develop a clear understanding on how to account for the carbon profile of wood as a construction material.This study was thus conducted internally across different departments to determine what methodological choices can provide a soli
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Islam, M. M. U., J. Li, R. Roychand, and M. Saberian. "A Compact Review on the Waste-Based Lightweight Concrete: Advancement and Possibilities." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_17.

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AbstractLightweight concrete (LWC) has been used for more than 2000 years, and the technical development of waste-based LWC is still proceeding. Notably, the very first representative concrete mix of infrastructural LWC was introduced for building a family house in Berlin, Germany, a few decades ago. The unique and distinctive combination of waste-based LWC successfully creates an appealing alternative to traditional concrete aggregates in terms of durability, robustness, cost, energy-saving, transportation, environmental advantages, innovative architectural designs and implementations, and ea
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Khatib, Milad, and Zaher Abou Saleh. "Numerical Evaluation of Punching Shear Capacity Between Bonded and Unbonded Post-tensioned Slab Using Inverted-U Shape Reinforcement." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_50.

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AbstractThe Both bonded and unbonded prestressing tendons may be used to reinforce post-tensioned (PT) concrete members. The binding state of tendons may have an impact on how well different types of PT concrete elements function in flexural and shear loads. Inverted-U shape reinforcement was used experimentally to enhance the behavior of different structural elements. The obtained results confirmed the proposed model’s accuracy for both PT slabs and beams (bonded, and unbonded). This study's major goal is to compare numerically PT concrete slabs provided with inverted-U shape reinforcement wi
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Zhao, Yongcong, Meini Su, and Yong Wang. "Early-Day Effects of Graphene on NA2CO3: Activated GGBS Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_12.

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AbstractAchieving net-zero construction is curial for construction sector to mitigate the effects of climate change. Using alkali-activated materials (AAM) to replace the carbon intensive ordinary Portland cement (OPC) in concrete has attracted many researchers’ attention in the past years. However, several problems are associated with AAM, such as lower early age mechanical strength. This paper aimed to investigate the early days effects of graphene on hydration mechanism of Na2CO3-activated granulated blast-furnace slag (GGBS) concrete. Graphene dosages ranging from 0.005% to 0.02% (of slag
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Suta, Martins, Liga Gaile, and Rolands Cepuritis. "CO2 Reductions Utilising Self-Stressing Steel Fibre Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_66.

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AbstractA novel system utilising steel-fibre reinforced concrete (SFRSSC) has been developed and implemented in projects in the recent years for structures such as ground-based slabs and ground-level elevated slabs on piles among others. Being that the system is chemically prestressing the concrete, this compressive self-stress can be used to significantly decrease the thickness of the structures while maintaining their load bearing capacity yet decreasing the materials used and lowering the emissions caused by making the said structures. Recently, a comparative full-scale testing has been con
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Chen, Qiang, Wei Xu, Yongjian Li, et al. "Research on Gyratory Compaction Characteristics of Low Void Modified Asphalt Concrete Materials." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_9.

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AbstractThe compaction characteristics of asphalt concrete materials have a decisive impact on the degree of field compaction. Therefore, the study of the compacting law of composite modified asphalt mixture has important guiding significance for the field construction of pavement. This study used a gyratory compactor (SGC) to analyze the compaction characteristics of composite modified asphalt concrete materials from the two dimensions of asphalt-aggregate ratio and gradation. The test added 10% PE modifier by mass of asphalt and 0.2% polymer fiber. The compaction characteristics of LA-10 (lo
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Abushama, Kareem, Will Hawkins, Loizos Pelecanos, and Tim Ibell. "Optimizing the Embodied Carbon of Concrete, Timber, and Steel Piles with a Case Study." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_76.

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AbstractThe construction industry is responsible for a considerable share of the carbon emissions annually. Despite the wide body of literature addressing the embodied carbon of superstructures, limited attention is given to the embodied carbon of substructures. This research introduces an optimization algorithm to minimize the embodied carbon of deep foundations. The algorithm is used to optimize and then compare the embodied carbon of concrete, timber, and steel piles at different pile capacities. Results show that for clay soils and low pile capacities, timber piles are the least emitting c
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Dixit, Manish, Pranav Pradeep Kumar, and Sarbajit Banerjee. "Impact of High-Strength Low-Alloy Steel in Reducing the Embodied Water of Buildings: A Case Study." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_51.

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AbstractBuildings consume nearly one-sixth of the total global fresh water for its construction and operational activities in addition to roughly 48% of global energy supply. It is prudent to ensure that designers and engineers make decisions based on not only the embodied energy (EE) and carbon (EC) but also the embodied water (EW) of construction materials. Steel, particularly structural steel, is an integral part of buildings that finds its use as a key structural material. However, the steel-making process is quite water intensive. In other words, the steel manufacturing process has a high
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Conference papers on the topic "Concrete Engineering Company"

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Canto, Jorge, Edgar Maya, Lorenzo M. Martinez-dela-Escalera, et al. "Engineering the Rehabilitation of Reinforced Concrete Structures in Gas and Fuel Oil Distribution Docks of the Pacific Coast of Mexico." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10120.

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Abstract This work serves to report on the results of the corrosion evaluations produced by Mexico´s State owned Company initiative to rehabilitate the reinforced concrete structures in their facilities that are used to supply gas and fuel oil to important coastal regions of Mexico including Mazatlan and Salina Cruz. A general assessment is presented showing the concrete repair needs and corrosion prevention requirements for the steel reinforcement in concrete beams, slabs and piles of these structures. A diagnosis was performed employing different test methods including visual survey, sonic h
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Campos e Matos, António, Carlos Botelho, Ricardo Leite, and Paulo Pinto Lopes. "Assessment Of The Seismic Performance Of A Viaduct In Mexico City." 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.2024.0184.

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<p>The company GEG designed a 19km viaduct in Mexico City, whose seismic analysis during the project phase was based on linear modelling using estimated seismic spectrum for the location.</p><p>On September 19th, 2017, with a substantial part of the structure already completed, a violent earthquake with a magnitude of 7,1 on the Richter scale occurred, known as the Puebla earthquake. The viaduct’s performance was very positive, with no residual displacements reported.</p><p>Using the Puebla earthquake spectrum obtained from the monitoring conducted by Mexican auth
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Tems, Robin, and Ahmed Al-Zahrani. "Cost of Corrosion in Gas Sweetening and Fractionation Plants." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06444.

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Abstract In 2003, a major integrated oil & gas company initiated a study to define the cost of corrosion throughout the core operations with the objective of focusing plant, engineering, and research investment in corrosion control to the areas that had the largest economic impact on corporate performance. This paper reviews available literature on cost of corrosion, reports the methodology adopted for the study, and highlights the most important problems discovered in gas sweetening and fractionation plants. For gas sweetening plants, it was found that 25% of the maintenance budget was co
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Luqman, Muhammad, and Muhammad Arif. "Interpretable Machine Learning Modeling for Surface Chloride Concentration Prediction in Marine Concrete." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-r9up7x.

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The chloride concentration (Cs) on the concrete surface is an indispensable metric for designing resilience and estimating the lifespan of concrete structures in aquatic settings. Consequently, due to Chloride action, many reinforced concrete constructions cannot reach their intended or planned life span and experience early degradation. This study utilizes three independent machine learning techniques, Extreme Gradient Boosting (XGBoost), Multi Expression Programming (MEP), and Decision Tree (DT), to forecast the concrete’s surface chloride concentration (Cs). To achieve this objective, a com
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Abbas, Syed Ashraf. "A Review on Application of Machine Learning Techniques in Seismic Analysis of Timber Structures." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-5xmu1e.

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In the last two decades, great progress in Machine Learning can be seen in various fields of structural engineering including seismic analysis. This paper focuses on the cross-filed of Machine Learning (ML) and seismic engineering and provides an overview on different ML techniques been used in seismic analysis studies, compare these techniques and their application to study the seismic response of timber structures. The comparison of common supervised ML techniques in this paper are Multi Linear Regression, Regression Tree, Regression Forest, K Nearest Neighbor, Support Vector Regression and
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Xochicale Cortés, Abel Noé. "Study of Various Cross Sections in Bridges Based on Prestressed Concrete Beams with the Objective of Obtaining Rationally Designed, Optimal and Sustainable Bridges." 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.2024.1401.

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<p>Currently the design of prestressed concrete beams bridges in many countries is done without efficiently taking advantage of all the qualities of the materials or the real capacity of the resistant integral section, which results in expensive structures used at half or minimum capacity. There are several cross sections and several structures for the solution of a deck of given dimensions, but the most convenient from these three points of view will be the one that provides the minimum amount of materials used. With this objective, several solutions are evaluated in a deck by exploring
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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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<p>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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Molinari Ulate, Valeria, and Francisco Villalobos Ramírez. "Calibración de un modelo de análisis estructural para evaluar la acción de cargas laterales en el plano del sistema prefabricado de columnas y mampostería sin refuerzo “Prefablock”." 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.2024.1359.

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<p>El sistema constructivo de columnas prefabricadas de concreto y mampostería sin refuerzo ha tenido mucho auge en Costa Rica, sin embargo, es un sistema nuevo en el mercado del que no se dispone información técnica de investigación asociada a su comportamiento estructural. El presente proyecto aporta los resultados obtenidos en la calibración de un modelo analítico basado en un sistema de marcos arriostrados con puntales equivalentes por medio de la ejecución de ensayos de laboratorio de modelos a escala natural construidos con este sistema. El modelo analítico propuesto permite determ
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Prasetyo, Yogi Tri, Maria Cristina Sario, Thanatorn Chuenyindee, Reny Nadlifatin, Satria Fadil Persada, and Thaninrat Sittiwatethanasiri. "Analysis of Non-fatal Occupational Accidents in a Ready-mixed Concrete Company." In 2022 IEEE International Conference on Industrial Engineering and Engineering Management (IEEM). IEEE, 2022. http://dx.doi.org/10.1109/ieem55944.2022.9989710.

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Sario, Maria Cristina, and Yogi Tri Prasetyo. "Classification Scheme of Work-Related Accidents in a Ready-Mixed Concrete Company." In 2021 IEEE 8th International Conference on Industrial Engineering and Applications (ICIEA). IEEE, 2021. http://dx.doi.org/10.1109/iciea52957.2021.9436720.

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Reports on the topic "Concrete Engineering Company"

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STUDY ON THE IMPACT CUSHIONING PERFORMANCE AND STRUCTURAL OPTIMIZATION OF A MODULAR COMPOSITE BUFFERING STRUCTURE. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.2.2.

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The traditional concrete rockfall shed, relying on a sand cushion for impact energy absorption, suffers from limited buffering performance, long recovery cycles, and inadequate resilience in emergency disaster prevention. To address these issues, this paper proposes a modular composite buffering structure comprising a flexible steel buffer and a sand cushion. A 500kJ impact test was conducted on the structure to investigate its mechanical behavior and rockfall cushioning performance. The test revealed the energy dissipation mechanism between the flexible steel buffer and the sand. Using the LS
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