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

共 6940 条记录，以下是561-570 订阅

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Soil Improvement Using Combined Vacuum and Fill Sur-Charge Method for the 3rd Runway of the Suvarnabhumi International Airport 5th

Soil Improvement Using Combined Vacuum and Fill Sur-Charge M...

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5th International Conference on Transportation Geotechnics

作者： Gaetan, Laudanski Julien, Sevestre Jim, Chu Colas Projects Paris France Nanyang Technol Univ Nanyang Singapore

ISBN: (纸本)9789819782277;9789819782253;9789819782246

This paper presents a case study for soil improvement using a combined vacuum and fill sur-charge preloading method for the 3rd runway of the Suvarnabhumi International Airport in Bangkok, Thailand. Prefabricated vertical drains of 10 m long was used. The preloading consisted of an average of 86 kPa of vacuum pressure plus a 22 kPa of fill sur-charge due to the granular fill and drainage layer. The vacuum preloading system adopted is described. Monitored settlements and pore water pressures are presented. The average ground settled monitored is around 70 cm and the average degree of consolidation as estimated using settlement data is higher than 90%. Degree of consolidation is also calculated using pores water pressure distribution monitored along the depth which gave a good verification of the degree of consolidation achieved.

关键词： Soil improvement Consolidation Vacuum Degree of consolidation Bangkok clay Suvarnabhumi airport

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Rigid Block Limit Analysis of Traditional Constructions Exposed to Fast Moving Landslides - The Case Study of the Casa Amalfitana 1

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5th International Conference on Protection of Historical Constructions-PROHITECH

作者： Crisci, Vincenzo Portioli, Francesco Cascini, Lucrezia Landolfo, Raffaele Univ Naples Federico II Naples Italy

ISBN: (数字)9783031873164

ISBN: (纸本)9783031873188;9783031873164;9783031873157

The main goal of this paper is to present the results of an ongoing research on the vulnerability of existing masonry buildings exposed to rapid-kinematic landslides, with the aid of rigid block limit analysis. The area of interest for the study is the Amalfi Coast, located in the South of Italy, which is listed in the UNESCO World Heritage list, and it is also severely exposed to landslide risk. The numerical analyses were conducted on a specific structural typology, the Amalfi Vaulted House, which is the original type of construction of the studied area, which strongly characterized the landscape of this territory. From the structural point of view, the Amalfi vaulted houses are particularly vulnerable to natural hazards, especially considering the increasing frequency of landslides. The paper presents the main steps of a large numerical investigation that was carried out using a non-commercial software, Dynablock_2D that executes dynamics, nonlinear static and limit analysis of masonry block structures. Starting from the construction of the numerical models, which takes into account the peculiarities of the masonry typology of the typical vaulted houses, the structural behaviour of a typical house cross section, subjected to vertical and landslides loads, is evaluated. The main output of the analysis are the collapse mechanism under given loads, the value of the external action that triggers the collapse mechanism, and/or the resulting pressure induced by the impact of the landslide is evaluated.

关键词： Built Heritage Natural hazards Amalfi house Limit Analysis Rigid block models

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The Investigation of the Use of Recycled Concrete Aggregate in Concrete for Structural Elements 4th

The Investigation of the Use of Recycled Concrete Aggregate ...

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4th FIB International Conference on Concrete Sustainability

作者： Chen, Fangjie Trikha, Shalini Garnham, Tyson Andrews-Phaedonos, Fred Dacre, Miles Gourlay-Philipp, Polly Arup Melbourne Vic Australia Transurban MRPV Ecol Melbourne Vic Australia Rail Projects Victoria Melbourne Vic Australia Dept Transport & Planning Victoria Melbourne Vic Australia Aecom Melbourne Vic Australia

ISBN: (纸本)9783031806742;9783031806728;9783031806711

The need for sustainable construction practices has led to an increase in interest in using recycled concrete aggregate (RCA) as a feasible substitute for traditional aggregates. This approach aims to tackle environmental issues and decrease the dependence on virgin materials in the production of concrete. This paper investigates the potential of using RCA in concrete for structural concrete elements of 100 years design life. The study focuses on evaluating the mechanical properties and durability performance of concrete mixes, together with the use of 50% fly ash and/or slag. This paper provides insights into the performance of recycled concrete through comprehensive laboratory testing, including analyses of compressive strength, drying shrinkage, and volume of permeable voids (VPV). Durability performance, such as carbonation resistance, chloride diffusion coefficient and surface resistivity have been measured. This research provides valuable information to support informed decision-making for stakeholders in the construction industry who look to adopt more environmentally friendly practices.

关键词： Concrete Sustainability Durability performance Recycled Concrete Aggregates Infrastructure

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Assessment of Geogrid Reinforcement on the Performance of Stabilized Subgrades Under Different Loading Conditions 5th

Assessment of Geogrid Reinforcement on the Performance of St...

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5th International Conference on Transportation Geotechnics

作者： Fernando, Arnold Mithila, Shehan Jayakody, Shiran Gui, Yilin Gallage, Chaminda Shahkolahi, Amir Priyankara, Nadeej Queensland Univ Technol QUT Sch Civil & Environm Engn Brisbane Qld Australia Global Synthet Pty Ltd Brisbane Qld Australia Univ Ruhuna UOR Dept Civil & Environm Engn Matara Sri Lanka

ISBN: (纸本)9789819782437;9789819782413;9789819782406

Geogrid stabilization has gained significant attention in recent years as an effective method for enhancing the performance of subgrade soils. However, the reinforcement effect of the geogrids under different loading conditions has not been thoroughly investigated, which hinders a comprehensive understanding of subgrade stabilization. Therefore, this paper aims to investigate and compare the behavior of a stabilized subgrade with geogrids reinforcement under cyclic loading and monotonic loading conditions. The experiments were conducted within a steel model box measuring 1.0 m (length), 1.0 m (width), and 1.2 m (height). The subgrade layer was consistently maintained at a thickness of 500 mm and strength of 2.5% California Bearing Ratio (CBR). A granular layer of high-quality material with a thickness of 200 mm was applied on top of the weak subgrade and geogrid was placed at the interface between the granular layer and subgrade. The tests were conducted in a controlled laboratory setting, specifically measuring vertical displacement in response to monotonic and cyclic loading. The results were then analyzed to evaluate ultimate bearing capacity, stiffness and rutting thereby estimating the effect of geogrids on stabilization of weak subgrades. These findings are anticipated to contribute significantly to the development of design guidelines for stabilized subgrade with geogrids reinforcement. By incorporating these insights, the design, and optimization of geogrid reinforcement systems for subgrade stabilization can be enhanced, ultimately resulting in improved performance and increased longevity of transportation infrastructure.

关键词： Geogrids Cyclic loading Monotonic loading

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Effects of Water-Cement Ratios on Degradation of High-Water Material During Weathering 11th

Effects of Water-Cement Ratios on Degradation of High-Water ...

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11th International Conference on Coastal and Ocean engineering

作者： Cui, Fangnan Lu, Bangwen CAGS Zhengzhou Inst Multipurpose Utilizat Mineral Reso Zhengzhou 450006 Peoples R China Minist Natl Resources Key Lab Polymetall Ores Evaluat & Utilizat Zhengzhou 450006 Peoples R China Jinan Univ Sch Management Jinan 510632 Peoples R China

ISBN: (纸本)9789819601837;9789819601813;9789819601806

High-water material (HWM) is a new cementing material with many excellent properties and is apt to get weathering. The objective of this study is to explore the degradation mechanism of HWM during weathering and the effects of w/c ratios on the weathering process of HWM were explored by laboratory tests. HWM samples of w/c = 3:1 and 6:1 were prepared and conducted to a 10-day indoor weathering test, and microstructure, chemical component, and physical and mechanical characteristics were investigated. The results showed that: The degradation of HWM during weathering is mainly due to the loss of water and carbonization of Ettringite. Free and crystal water loses rapidly and the carbonization reaction of Ettringite occurs and Ettringite crystals are easily corroded by CO2 in air. The degradation of HWM during weathering highly depends on w/c ratio and HWM with a lower w/c ratio has a better weathering resistance, and loses its water and strength easier during weathering. After 10-day weathering, HWM with w/c = 3:1 and 6:1 lost 20% and 70% of strength respectively.

关键词： High-water material Water-cement ratio Weathering Strength Microstructure

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Interpretation of the Protection of the Garisenda Tower in Bologna: A Study of Critical Success Factors Incorporating Local Community Viewpoints 11th

Interpretation of the Protection of the Garisenda Tower in B...

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11th International Conference of Ar.Tec.

作者： Sun, Lei Guardigli, Luca Alma Mater Studiorum Univ Bologna I-40100 Bologna Italy

ISBN: (纸本)9783031718571;9783031718557;9783031718540

The conservation of building heritage in danger (BHID) has been a longstanding and intricate matter, garnering widespread global attention. Although there has been much research conducted on monitoring, evaluation, restoration, and management in this subject, there is a lack of studies focusing on the perspective of heritage site communities and their possible negative implications. Thus, this study examines UNESCO and ICOMOS publications on building heritage preservation and Web of Science secondary substances on protecting at-risk heritage. The aim is to identify 24 success factors that significantly impact the protection of BHID. Subsequently, surveys were carried out among residents, merchants, visitors, and architectural specialists in the surrounding community, utilizing the leaning tower of Garisenda in Bologna, Italy, as a case study. The aim was to identify and analyze the crucial aspects that contribute to the success of BHID protection, considering the viewpoint of the community. The research findings identified twelve critical success factors. The community generally agrees that the most important factors for successful BHID protection are financial support, safety and risk assessment, government policy support, project organization and management, as well as the adoption of technologies and methodologies. However, there is also a recognized lack of awareness regarding the importance of community involvement and cooperation in BHID preservation efforts. Therefore, the study proposes enhancing community involvement in the Garisenda tower protection project to promote a balance between public and private interests. This will help minimize the adverse effects of conservation efforts on the community and achieve a more sustainable preservation of building heritage. These research outcomes not only apply to the protection of the Garisenda tower but also provide valuable insights and references for the practice and study of protecting other BHIDs.

关键词： Building Heritage Garisenda Tower Heritage in Danger Identified Dangers Community Engagement

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Geotechnical Conditions for Construction of Savski Trg Metro Station as a Part of the Belgrade Metro Line One 5th

Geotechnical Conditions for Construction of Savski Trg Metro...

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5th International Conference on Transportation Geotechnics

作者： Stanic, Nemanja Rakic, Dragoslav Isek, Josip Simic, Slavoljub Hidrozavod DTD Petra Drapsina 56 Novi Sad 21000 Serbia Univ Belgrade Fac Min & Geol Djusin 7 Belgrade 11000 Serbia PUC Belgrade Metro & Train Vojvode Stepe 318 Belgrade 11000 Serbia

ISBN: (纸本)9789819782239;9789819782215;9789819782208

In order to solve serious traffic congestion in Belgrade, a number of studies regarding the Belgrade Metro construction have been carried out since 1973. However, only in 2019, the routes of the future metro lines 1 and 2 were defined as a part of the General Metro Construction Project. The lines are designed to intersect at the location of Sava Square, where an interchange metro station will be built. It represents a complex geotechnical structure consisting of three different parts: a part of themetro station for line 1, a part of the metro station for line 2, and a common part for bothmetro lines. Due to the complexity of construction and different depths of the diaphragm walls, deeper than 40 mon the part of metro line 2, phased construction is planned. In this regard, determination of geotechnical modeling for each part separately as well as geotechnical design are presented including the analysis of phased methods of excavation, influence of pore and effective stresses on the stability of the diaphragm wall, lateral and vertical displacements as well as the interaction between diaphragm walls and reinforced concrete slabs.

关键词： Metro station Geotechnical modeling Displacements

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Impact of the Type of Weather Files on the Outcome of a Weather-Based Climate Classification: The Case of Brazil 9th

Impact of the Type of Weather Files on the Outcome of a Weat...

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9th International Building Physics Conference

作者： da Silva, Mario A. Pernigotto, Giovanni Prada, Alessandro Gasparella, Andrea Carlo, Joyce C. Univ Fed Vicosa Vicosa Brazil Free Univ Bozen Bolzano Bolzano Italy Univ Trento Trento Italy

ISBN: (纸本)9789819783113;9789819783090;9789819783083

We typically rely on fictitious years of weather data, i.e., reference years, to carry out energy analyses in representative climate conditions, since multi-year assessments of the building energy performance are computationally demanding and complete weather data series are available for a limited number of locations. In order to investigate this topic, in this work we quantified the extent to which the type of input weather file (TMY, TRY, etc.) can affect the outcome of a climate classification and building performance simulations. We focused on the case of Brazil by analyzing 480 locations and developing different reference weather files.

关键词： Typical Reference Years Climate Clustering Building Performance Simulation

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Environmental Impact of Nuclear Plant: Exemplified in the Anti-Nuclear Movement in Taiwan 6th

Environmental Impact of Nuclear Plant: Exemplified in the An...

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6th International Conference on Advances in civil and Ecological engineering Research

作者： Lan, Kuo Wei I Shou Univ Master Program Cultural Creat Commun & Design Kaohsiung Taiwan I Shou Univ Dept Film & Media Kaohsiung Taiwan

ISBN: (纸本)9789819616299;9789819616275;9789819616268

This paper explores the dynamics between nuclear plants, politics, and anti-nuclear movements in Taiwan. By analyzing the development of anti-nuclear movements in Taiwan, this research highlights the complex role of political parties in the anti-nuclear movements. The environmental impact of nuclear power plants is a multifaceted issue involving considerations ranging from emissions to waste management and potential accidents. Politics plays a significant role in shaping the environmental impact of nuclear power. The politicization of anti-nuclear energy in Taiwan is a complex and multifaceted issue. Taiwan has experienced significant debate and division over the role of nuclear energy in its overall energy policies. One major factor contributing to the resurgence of anti-nuclear power in Taiwan is the Fukushima nuclear disaster. This event heightened public concerns about the safety of nuclear power, leading to increased opposition to nuclear energy and calls for its phase-out. Taiwan's political landscape and domestic and international pressures have also contributed to politicizing this issue. Taiwan's government has navigated this complex landscape by outlining plans to gradually reduce its reliance on nuclear power while increasing investments in renewable energy. The politicization of anti-nuclear energy in Taiwan reflects more significant societal concerns about environmental safety, energy independence, and the balance between economic development and sustainable practices. This article aims to address Taiwan's current energy challenges, explore the evolution and policy priorities of Taiwan's energy policies, discuss the implementation effectiveness of Taiwan's energy policies, and finally outline the vision for Taiwan's future energy development from the ruling party's energy policy.

关键词： Anti-nuclear energy Nuclear power plant Politics Social movements

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Identification of Factors Influencing Satisfaction with Interaction Strategies by Clustering Occupants in Buildings 9th

Identification of Factors Influencing Satisfaction with Inte...

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9th International Building Physics Conference

作者： de la Barra, P. Martinez-Alcaraz, P. Luna-Navarro, A. Delft Univ Technol Fac Architecture & Built Environm Julianalaan 134 NL-2628 BL Delft Netherlands

ISBN: (纸本)9789819783199;9789819783175;9789819783168

Control systems in buildings that prioritise occupant preferences have gained attention recently, intending to enhance the acceptability of automated systems. However, effective human-building interaction strategies remain challenging to design due to the lack of understanding of building occupant preferences. This study aims to identify factors influencing occupant satisfaction with building control systems to provide insights for improvement in interaction strategies. Surveys conducted in buildings located in Riga (Latvia) and Delft (The Netherlands) collected data on satisfaction with indoor environmental quality (IEQ), building controls, productivity, control importance, and social-subjective norms. Analysis categorised respondents into high and low satisfaction clusters and identified significant factors influencing satisfaction with IEQ through non-parametric tests. Logistic regression and coefficient analysis were used to assess the relationship between satisfaction and these factors. Findings suggest factors influencing satisfaction with IEQ, personal control, and automation, underscoring the developed methodology's potential. The identification of these factors informs actions that might enhance Human-Building Interaction (HBI) strategies, emphasising tailored approaches and addressing control system limitations. Further research is necessary to evaluate these strategies and understand how insights into human-building interaction strategies can lead to higher satisfaction levels.

关键词： Human-Building Interaction Questionnaire Comfort Preferences Occupant Influencing factors

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