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210318s2016 xx o ||||0 eng d |
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|a 9789811006487
|q (electronic bk.)
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|z 9789811006470
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|a (OCoLC)944118203
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|a MiAaPQ
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|a TA1-2040
|b .D45 2016
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|a 691
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|a Delgado, João M. P. Q.
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|a New Approaches to Building Pathology and Durability.
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|a Singapore :
|b Springer Singapore Pte. Limited,
|c 2016.
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|c ©2016.
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|a 1 online resource (214 pages)
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|a text
|b txt
|2 rdacontent
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|a computer
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|2 rdamedia
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|a online resource
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|a Building Pathology and Rehabilitation Ser. ;
|v v.6
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|a Intro -- Preface -- Contents -- 1 Assessment and Rehabilitation of Industrial Building for the Production of Ammonium Nitrate Low Density -- Abstract -- 1 Introduction -- 1.1 Building Description and History -- 2 Surveys and Tests Performed -- 2.1 Architectural and Structural Survey -- 2.2 Steel Frame Surveying -- 2.3 Steel Frame Characterization -- 2.4 Concrete Characterization -- 2.5 Research Foundations -- 2.6 Soil Contamination Test -- 2.7 Concrete Carbonation Essay -- 2.8 Potential Test of Reinforcement Corrosion -- 2.9 Electrical Resistivity Test -- 3 Pathologies Submitted -- 3.1 Reinforced Concrete Degradation -- 3.2 Pathologies Mapping -- 4 Existing Structure Verification -- 5 Recovery and Structural Enhancement -- 6 Maintenance Schedule -- 7 Final Considerations -- References -- 2 Building Materials Capillary Rise Coefficient: Concepts, Determination and Parameters Involved -- Abstract -- 1 Introduction -- 1.1 Capillary Rise -- 1.2 Capillary Water Absorption Coefficient -- 1.3 Estimation of the Capillary Water Absorption Coefficient -- 2 Materials and Methods -- 3 Results and Discussion -- 3.1 Case Study -- 4 Conclusions -- References -- 3 Statistical Modelling of Service Life Prediction of Exterior Painted Surfaces -- Abstract -- 1 Introduction -- 2 Degradation of Painted Surfaces -- 3 Deterministic Models -- 3.1 Simple Regression Analysis -- 3.2 Multiple Linear Regression Analysis -- 3.3 Multiple Nonlinear Regression Analysis -- 4 Factorial Models -- 4.1 Classic Approach -- 4.2 Stochastic Approach -- 5 Stochastic Models -- 5.1 Logistic Regression -- 5.2 Markov Chains Models -- 6 Computational Models -- 6.1 Artificial Neural Networks -- 6.2 Fuzzy Systems -- 7 Comparative Analyses -- 8 Service Life Prediction Methods Applied to a Case Study -- 9 Conclusions -- Acknowledgments -- References.
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|a 4 Corrosion Propagation Phase Studies on Finnish Reinforced Concrete Facades -- Abstract -- 1 Introduction -- 2 Background -- 2.1 Reinforcement Corrosion Mechanism -- 2.1.1 Initiation Phase -- 2.1.2 Propagation Phase -- 2.2 Measurement of the Extent of Corrosion -- 2.3 Corrosion Monitoring -- 2.4 Corrosion Propagation Modelling -- 3 Research Materials and Methods -- 3.1 Condition Investigation Database and Statistical Analysis -- 3.2 Experimental Research on Case Buildings -- 3.3 Methods of the Corrosion Rate Studies -- 4 Reinforcement Corrosion in Concrete Facades -- 4.1 Initiation of Reinforcement Corrosion in Concrete Facades -- 4.2 Propagation of Reinforcement Corrosion in Concrete Facades -- 4.2.1 Statistical Modelling of the Extent of Service Life -- 4.2.2 Determining the End of Service Life for Concrete Facade Panels -- 4.2.3 The Corrosion Rate in Outdoor Environment Exposed Concrete Facade Panels -- 5 Summary -- References -- 5 Biocementation as Rehabilitation Technique of Porous Materials -- Abstract -- 1 Introduction -- 2 MICP in Civil Engineering Applications -- 3 Principles of Biocementation -- 4 Case Study 1-Biocementation in Sands -- 4.1 Experimental Setup -- 4.2 Effects of Biocementation in the Porous Medium -- 4.3 Laterally Confined Compressibility Tests -- 4.4 Main Conclusions from Case-Study 1 -- 5 Case-Study 2: Biodeposition in Mortar Surfaces -- 5.1 Experimental Setup -- 5.2 Curing Fluid Effect on Mortar -- 5.3 Treatment Effect on Water Absorption Characteristics -- 5.4 Pore Size Distribution -- 5.5 Conclusions from Case-Study 2 -- 6 Rehabilitation Using MICP -- 7 Concluding Remarks -- Acknowledgements -- References -- 6 Study of Pozzolanic Admixtures Effects in the Concretes Under Chemical Attack -- Abstract -- 1 Introduction -- 2 Experimental Program -- 2.1 Materials -- 2.1.1 Aggregates -- 2.1.2 Cementitious Materials.
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|a 2.1.3 Additive -- 2.1.4 Acids -- 2.2 Preparation of Test Especimens -- 2.3 Test Methods -- 3 Results -- 3.1 Results and Discussion -- 4 Conclusions -- References -- 7 Durability of ETICS and Premixed One-Coat Renders in Natural Exposure Conditions -- Abstract -- 1 Façades in General -- 2 Façade Pathology (Typical Degradation Agents) and in Service Performance -- 3 Durability Assessment Methodologies -- 3.1 Application and Evaluation in Rendered Walls Exposed to Natural External Conditions (Semi-laboratorial Tests) -- 3.2 Application and Monitoring of ETICS Exposed to Natural External Conditions (Semi-laboratorial Tests) -- 3.3 In Situ Evaluation of ETICS Exposed to Natural External Conditions -- 3.4 Capillarity and Karsten Pipe Measurements -- 3.5 Laboratory Tests for Accelerated Ageing -- 3.6 Pull-Off and Open Porosity -- 3.7 Correction, Prevention and Maintenance -- 4 Conclusions -- Acknowledgements -- References -- 8 Photocatalytic TiO2 Nano-Coating for Biofouling Prevention of Clay Façades -- Abstract -- 1 Introduction -- 2 Materials and Methods -- 2.1 Tested Materials and Characterization -- 2.2 Nano-coatings Preparation and Application -- 2.3 Accelerated Biofouling Test -- 2.4 Biofouling Evaluation -- 3 Results and Discussion -- 3.1 Materials and Nanocoating Characterization -- 3.2 Inhibitory Effect of TiO2 Under Low UV Radiation -- 3.3 Relationship Between Substrata and TiO2 Efficiency -- 3.4 Ag-Doped TiO2 and Cu-Doped TiO2 Toward Algal Growth -- 4 Conclusions -- References -- 9 Rehabilitation of Concrete Industrial Building Facades Attacked by Acids -- Abstract -- 1 Introduction -- 2 Identification of Pathological Agents -- 2.1 Originated from Degreasing -- 2.2 Originated from Pickling -- 2.3 Zinc Electrolytes May Be Acidic or Alkaline, of Which the Main Ones Are -- 3 Identification of the Pathologies -- 3.1 Chloride Induced Steel Corrosion.
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|a 4 Therapy Proposals for Recovering the Concrete Fence Panels -- 5 Conclusions -- References -- 10 Pathologies-Incompatibility of Materials and Human Intervention in a Historic Building of Elvas -- Abstract -- 1 Introduction -- 2 Inspection Procedures and Diagnosis -- 3 Documental Researches and Historical Information -- 4 Identification and Characterization of the Building -- 5 Survey and Causes of the Anomalies on the Facade -- 5.1 Anomaly-Disaggregation of the Coating -- 5.1.1 Causes of Disaggregation of the Revetment -- 5.1.2 Solution for the Disaggregation of the Revetment -- 5.2 Anomaly-Cracking of Revetment -- 5.2.1 Causes of Cracking -- 5.2.2 Solution for the Cracking of Revetment -- 5.3 Anomaly in the Corner of the Principal-Front -- 5.3.1 Causes of the Distinction of the Corner -- 5.3.2 Solution for the Distinction of the Corner -- 5.4 Anomaly in the Lintel and in the Wall of the Main-Front -- 5.4.1 Causes of the Slits in the Lintel and Wall -- 5.4.2 Solutions for the Lintel and Wall -- 6 Conclusions -- Acknowledgments -- References.
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|a AP115 - Diploma in Buiding Surveying
|z References
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|a AP229 - Bachelor of Building Surveying (Hons.)
|z References
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|a Description based on publisher supplied metadata and other sources.
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|a Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2021. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
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|a Cultural heritage.
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|a Electronic books.
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|i Print version:
|a Delgado, João M. P. Q.
|t New Approaches to Building Pathology and Durability
|d Singapore : Springer Singapore Pte. Limited,c2016
|z 9789811006470
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797 |
2 |
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|a ProQuest (Firm)
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830 |
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|a Building Pathology and Rehabilitation Ser.
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856 |
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|u https://ezaccess.library.uitm.edu.my/login?url=https://ebookcentral.proquest.com/lib/uitm-ebooks/detail.action?docID=4435671
|z View fulltext via EzAccess
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|a 2021
|b ProQuest Ebook Central
|c UiTM Library
|d Nur Fadhilah Bahardin
|e Faculty of Architecture, Planning and Surveying
|f ProQuest
|