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检索条件"丛书名=Lecture Notes in Civil Engineering"

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Extensive Evaluation of Eco-Friendly Green Concrete Construction Procedures Utilizing Recycled Waste Materials

Extensive Evaluation of Eco-Friendly Green Concrete Construc...

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2023 International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable engineering

作者： Shukla, Bishnu Kant Bharti, Gaurav Shamanth, S. Sharma, Pushpendra Kumar Gowda, Sachin Singh, Devendra Pandey, Abhinav Srivastava, Prashant Mishra, Sahil Singh, Sumeet Kumar JSS Acad Tech Educ Dept Civil Engn Noida 201301 India Lovely Profess Univ Sch Civil Engn Phagwara 144411 India CSIR Cent Rd Res Inst New Delhi 110025 India

ISBN: (纸本)9789819797790;9789819797776;9789819797769

This review critically analyzes the evolution, production, and utilization of "green concrete" in the construction industry, defined by its incorporation of waste materials as part of its composition. It examines the growing trend towards green concrete manufacturing due to environmental challenges presented by conventional concrete, emphasizing the considerable potential of various waste materials as substitutes for natural aggregates. The research scrutinizes the use of waste products such as quarry dust, marble dust, ceramic waste, silica dust, horticultural and aquacultural waste, and recycled concrete aggregates as alternatives to traditional concrete components. Industrial byproducts from demolition and construction projects, including laterite, silica fumes, and waste glass powder, are also explored. This research also highlights how agricultural waste that contains pozzolanic elements, upon fine grinding, can induce a pozzolanic reaction that strengthens concrete. Moreover, the effective incorporation of waste from aquacultural farming into green concrete mixtures is discussed, highlighting its role in mitigating habitat contamination. The study asserts that utilizing these waste materials can not only enhance the mechanical properties of concrete but also lead to significant cost reductions (14-20%) and environmental benefits. Emphasizing the importance of waste management strategies, the paper concludes that an increased focus on recycling and waste utilization can substantially contribute to the sustainability of the construction industry and the production of green concrete. The review also elucidates the origins, characteristics, and attributes of recycled concrete aggregates, reinforcing the assertion that they can deliver comparable performance to conventional concrete, with additional environmental benefits.

关键词： Recycled concrete aggregate Green composite Marble dust Green concrete Agricultural farming waste Aquaculture farming waste Ceramic wastes

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Utilization of District Morphology for Optimal Energy Performance: A Case Study in Ankara, Turkey 9th

Utilization of District Morphology for Optimal Energy Perfor...

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9th International Building Physics Conference

作者： Kocoglu, Ayse Ozlem Dal Ashrafian, Touraj Ozyegin Univ TR-34794 Istanbul Turkiye Istanbul Tech Univ TR-34367 Istanbul Sisli Turkiye Northumbria Univ Newcastle Upon Tyne NE1 8ST Tyne & Wear England

ISBN: (纸本)9789819783113;9789819783090;9789819783083

This research investigates the influence of district morphology on solar radiation, energy performance, and renewable energy potential. The case district area in Ankara, Turkey, has an area of 76,100 m(2) and 15 apartments and includes almost 2,400 dwellers. The methodology comprises three phases: computational modeling, performance simulations, and comparative assessments. Twenty-eight alternative district models were developed and analyzed using Rhinoceros 7.0 with the combination of Grasshopper plug-ins-Ladybug 1.8.0, Honeybee, and Climate Studio 1.9. The findings highlight that the district scenario with an irregular Y-axis configuration performs most satisfactorily regarding solar radiation, building energy, and photovoltaic panel integration. This alternative model generates the highest electricity from solar canopies, approximately 3.5 times more than PVs on roofs. The model results in a significant reduction of approximately 35% in the district's total primary energy consumption compared to the base scenario.

关键词： Urban District Morphology Energy Performance Simulation Solar Radiation Building Energy

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Study of the Thermal Behaviour of a Low Carbon Material: The Case of the Cob

Study of the Thermal Behaviour of a Low Carbon Material: The...

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Annual Conference of the Canadian-Society-for-civil-engineering (CSCE)

作者： Kabore, Aguerata Bendouma, Mathieu Ouellet-Plamondon, Claudiane Univ Quebec Ecole Technol Super Quebec City PQ H3C 1K3 Canada

ISBN: (纸本)9783031615016;9783031614996;9783031614989

Earthen construction is considered as an ecological construction offering many advantages in terms of adaptation to climate change and reduction of CO2 emissions from buildings. The choice of a building material implies a suitable construction technique and an appropriate architecture according to the environmental conditions. The objective of this work is to study the thermal performance of two cob materials, a material traditionally composed of clay, water and wheat fibres through numerical simulations. Two walls designed with clay and four other walls designed with cob (with 3 or 6% fibres) are studied in view of their application in modern wood-frame structures. To this end, the one-dimensional transient heat equation through single-layer walls of 15 cm and 25 cm thickness is solved using the finite element discretization scheme. The thermal properties used for the numerical simulation are experimental data obtained from samples fabricated in a laboratory. The simulations are performed using climate data from Montreal (Canada), Reno (USA) and Djibouti (Africa). The results of the wall simulation are evaluated according to the influence of local meteorological conditions on the interior surface temperature for each type of wall.

关键词： Cob Thermal simulation Fire resistance Green building Clay Wheat fibres

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Physical Modeling of a Water Intake Tunnel of Sanmen Nuclear Power Station 11th

Physical Modeling of a Water Intake Tunnel of Sanmen Nuclear...

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11th International Conference on Coastal and Ocean engineering

作者： Jin, Minghui Zhi, Yuanzhe Yang, Yue Zhang, Wanwei Li, Zhiwei Yan, Shichang Hohai Univ Nanjing 210024 Peoples R China Key Lab Minist Educ Coastal Disaster & Protect Nanjing 210024 Peoples R China Hohai Univ Inst Water Sci & Technol Nanjing 210098 Peoples R China

ISBN: (纸本)9789819601837;9789819601813;9789819601806

To ensure the wave stability of the water intake facilities for Units 5 and 6 of the Sanmen Nuclear Power Project and to measure the wave dissipation characteristics of the combined pump house, a wave flow test was conducted in the harbor basin using a full-terrain simulation. This test established a 1:30 scale normal wave local physical model to analyze the wave and velocity distribution in each compartment of the pump house under various combinations of water levels, waves, and flows. The test results indicate that within the effective propagation length, the influence of wave reflection is significant in the compartments affected by wave radiation, forming stable standing waves and directly governing the wave height distribution in each compartment. Additionally, the steadying effect of the water flow on the waves is notable. When the tidal level drops, the water velocity inside the compartments increases to a range related to the position, and changes in the tidal level can alter the relative velocity distribution of different flow channels at specific locations.

关键词： Water Intake Pump House physical modeling wave reflect flow velocity combined wave-current action

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Automated Assessment of Historic Tiles Degradation by Deep Learning Approach and HBIM Implementation: Application Cases in Seville 5th

Automated Assessment of Historic Tiles Degradation by Deep L...

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5th International Conference on Protection of Historical Constructions-PROHITECH

作者： Giannuzzi, Valeria Nieto-Julian, Enrique Marin-Garcia, David Polytech Bari I-70126 Bari Italy Univ Seville Dept Expres Graf & Ingn Edificac Grp TEP97 Innovac Tecnol Sistemas Modelado Diag E Seville 41012 Spain

ISBN: (纸本)9783031873140;9783031873126;9783031873119

Recent advances in digital technologies and automated analysis techniques applied to historic buildings have shown significant benefits in efficiently collecting and interpreting data for conservation activities. Close-range photogrammetry has become a valuable tool for detecting damage in historic buildings due to its non-invasive nature, which allows for the identification of issues while preserving the building's structure. In particular, detecting and measuring damage on historic tiled surfaces is essential for the maintenance and protection of these buildings. However, current visual inspection methods are time-consuming and labor-intensive. This study proposes an automated inspection system that uses a trained and validated convolutional neural network for classifying degradation phenomena based on images acquired through photogrammetric surveys. The detection, segmentation, and quantification strategy for degradation phenomena relies on deep learning techniques to automatically detect and measure damage affecting historic tiles. Additionally, the Historic Building Information Model (HBIM) serves as an information repository by including semantic and graphical components for comprehensive documentation management in cultural heritage conservation and restoration field. The results highlight the potential of these techniques for detecting heritage damage, supporting decision-makers in planning recovery and maintenance interventions.

关键词： Historic Tiles Decay Degradation Assessment HBIM Cultural Heritage Deep-Learning

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Structural Survey and Empirical Seismic Vulnerability Assessment of Churches in the Historical Center of Cusco 5th

Structural Survey and Empirical Seismic Vulnerability Assess...

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5th International Conference on Protection of Historical Constructions-PROHITECH

作者： Cocco, Giulia Brando, Giuseppe Univ G dAnnunzio Dept Engn & Geol I-65127 Pescara Italy

ISBN: (纸本)9783031873140;9783031873126;9783031873119

The seismic vulnerability assessment of buildings represents a fundamental step for seismic risk prevention and mitigation, especially in seismic-prone areas where severe damage scenarios are expected or where valuable assets are present. The city of Cusco, whose historic center has been a UNESCO World Heritage site since 1983, has a long list of seismic events that caused extensive damage. Being part of the international heritage, churches are characterized by great architectural and cultural value, and their preservation is crucial. In this paper, the seismic vulnerability assessment of churches within the historic center of Cusco is presented. The assessment is made through a two-step process. First, data on churches are collected with a structural survey at the urban scale. Second, collected data are used to determine the seismic vulnerability with an empirical method that combines field observations and engineering judgments. The most vulnerable churches in the city center are identified, and their primary structural deficiencies are determined through this process.

关键词： Churches UNESCO Sites Seismic Vulnerability Assessment Historical Centre Cusco

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Strength Evaluation of Lime-Stabilized Fly Ash for Pavement Construction in Layered Systems 5th

Strength Evaluation of Lime-Stabilized Fly Ash for Pavement ...

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5th International Conference on Transportation Geotechnics

作者： Nandyala, Sivakumar Adak, Malabika Ghosh, Malay Kanti Mandal, Anirban Ramachandra Coll Engn Dept Civil Engn Eluru India Yeshwantrao Chavan Coll Engn Dept Appl Math & Humanities Nagpur Maharashtra India Ramkrishna Mahato Govt Engn Coll Dept Civil Engn Purulia India Visvesvaraya Natl Inst Technol Dept Civil Engn Nagpur Maharashtra India

ISBN: (纸本)9789819782390;9789819782376;9789819782369

The safe disposal of fly ash generated by coal-fired thermal power plants presents a significant challenge. To tackle this issue, the utilization of fly ash in geotechnical construction has emerged as a cost-effective and efficient solution. This study is centered on the evaluation of the strength parameters of limestabilized fly ash in layered systems, with the aim of addressing the limitations of the commonly used mixing method for incorporating fly ash into soil. Laboratory experiments were conducted to investigate the behavior of lime-stabilized fly ash under various conditions and enhance its specific qualities. These experiments included unconfined compression tests, Proctor compaction tests, California Bearing Ratio (CBR) tests, and laboratory model tests for load-bearing and distribution testing. These tests offered a controlled environment for exploring the relationships between strength parameters and predicting the performance of lime-stabilized fly ash in real-world scenarios. The findings of this research contribute to our understanding of the behavior and performance of lime-stabilized fly ash in geotechnical applications. The study provides insights into the suitability of lime-stabilized fly ash for various construction purposes, such as highway and railway embankments, landfills, road bases, and sub-bases. In summary, this study demonstrates the potential of lime-stabilized fly ash as a viable alternative and feasible method for large-scale construction, addressing both the safe disposal of fly ash and the enhancement of soft ground strength. The outcomes of this study have significant implications for both the industry and environmental conservation, enabling the sustainable management of fly ash with optimized cost and time efficiency.

关键词： Waste reduction Settlements Expansive soils CBR

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Controlled Modulus Columns and Shallow Footings for Bridge Foundations on a Western Australian Project 5th

Controlled Modulus Columns and Shallow Footings for Bridge F...

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5th International Conference on Transportation Geotechnics

作者： Yong, Eddy Martinez, Hugo Acosta Aurecon Australasia Pty Ltd Perth WA Australia BG & E Resources Perth WA Australia

ISBN: (纸本)9789819782277;9789819782253;9789819782246

Three bridges in the southwest region of Western Australia were founded on shallow footings located over controlled modulus columns (CMCs). Shallow footings alone were enough to provide adequate bearing performance. The incorporation of CMCs for this foundation solution was rather to ensure settlement and movement were within tolerances for the basis of design requirements, schedule constraints, cost considerations and ground conditions particularly unique to the region. This paper will discuss how the CMCs helped mitigate the potential effects of settlement and rotational movement of bridge abutments and mechanically stabilised earth (MSE) walls. The settlement performance was measured throughout construction and the results showed much less and quicker settlements than predicted. This allowed for corresponding construction on top such as pavements to proceed in a schedule constrained project. The implementation of CMCs also offered advantages in terms of construction efficiency with the installation of CMCs generally faster and less disruptive than other ground improvement methods. Both displacement and replacement methods were used, owing to the ground conditions unique to the region. The challenges of CMC installations and related ground conditions are discussed. This paper will surmise that the use of controlled modulus columns under shallow footings for bridge foundations offers a promising alternative to traditional foundation techniques.

关键词： Ground improvement Controlled modulus columns Settlement control

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The Exploration of Installing Elevators and Intelligence in Old Community 2nd

The Exploration of Installing Elevators and Intelligence in ...

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2nd International Conference on Geosynthetics and Environmental engineering

作者： Yan, Yun Ma, Shengqian Daiyue Dist Housing & Urban Rural Dev Bur Tai An 271000 Shandong Peoples R China Taishan Univ Sch Phys & Elect Engn Tai An 271000 Shandong Peoples R China

ISBN: (纸本)9789819777686;9789819777662;9789819777655

Taking the elevator up and down the stairs is the livelihood of many residents of the old community. The small elevator is the first step for residents to travel and the last step for them to go home. The convenience of one-click direct access really "ladder" the quality of life and happiness of residents, making the residents' travel safer and more comfortable. The high-end, digital, scene-oriented and intelligent use of the intelligent elevator will maximize the comfort and humanization, safety and convenience, direct convenience and so on.

关键词： Old community Smart elevator Happy life

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Simulation of Snow on Glass Roofs and Its Effect on Light Attenuation 9th

Simulation of Snow on Glass Roofs and Its Effect on Light At...

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9th International Building Physics Conference

作者： Thiis, Thomas Frimannslund, Iver Kristiansen, Tobias Petersen, Arnkell Norwegian Univ Life Sci As Norway

ISBN: (纸本)9789819783199;9789819783175;9789819783168

Snow accumulation on glass roofs presents several undesirable consequences. The snowpack both exerts a load on the roof structure as well as hinder the primary function of glass roofs, i.e., to facilitate the transmission of natural light into the interior of a building as well as a view to the outside. Although standards exist for assessing worst-case snow loading on roofs, evaluating natural light penetration through a glass roof requires additional considerations. This study builds on an energy flux-based model for snow cover, here adapted specifically for application to glass roofs. The key adaptations introduced into this model encompass the incorporation of heat transfer dynamics originating from the interior space located beneath the glass roof, along with the implementation of snow sliding phenomena. In addition, the snow cover model also encompasses the modelling of water drainage from the snowpack, as well as the monitoring of snow temperature. When water drains from the snowpack, it forms a low-friction layer between the snowpack and the glass roof. Consequently, under such circumstances, snow is prone to sliding off the roof's surface if it is unobstructed in its sliding motion. The model gives the basis to calculate the light attenuation due to snow based on climate data. The model capabilities are showcased by running it with meteorological data over 30 years for Oslo. The finding from Oslo indicate that light attenuation can be significant during the winter months, that it depends heavily on roof thermal transmittance and if it can physically slide. The usage of high performing glazing can in a no-slide scenario potentially reduce the access to daylight substantially during the months where it can be a scarce resource to begin with.

关键词： daylight snow glass roofs

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