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010 a| 2020479554;

015 a| GBB7A74482| bnb;

016 7 a| 0183958112| Uk;

020 a| 9781849953276q| hardcover;

020 a| 1849953279q| hardcover;

035 a| (WaSeSS)ssj0002689377;

042 a| lccopycat;

049 a| EREEa| NEHH;

050 00 a| TA681b| .C752 2018;

082 04 a| 624.1/8342| 23;

245 00 a| Concrete in extreme environmentsh| [electronic resource] /c| edited by John W. Bull and Xiangming Zhou.;

260 a| Caithness, Scotland, UK :b| Whittles Publishing,c| [2018];

300 a| x, 230 pages :b| illustrations (chiefly color), color maps ;c| 25 cm;

504 a| Includes bibliographical references and index.;

505 00 a| Machine generated contents note:g| 1.t| Introduction /r| Maurice Levitt --g| 1.1.t| Background --g| 1.2.t| The chromate ion --g| 1.3.t| Micro-concrete --g| 1.4.t| The PVA admixture debacle --g| 1.5.t| Flag and kerb paper usage in manufacture --g| 1.6.t| The hardness/strength relationship --g| 1.7.t| Precision tunnel segments --g| 1.8.t| Rocket exhaust concrete enclosure --g| 1.9.t| Explosive-proof cladding and roofing --g| 1.10.t| Silage --g| 2.t| Recognising severe environments /r| Don Wimpenny --g| 2.1.t| Introduction --g| 2.2.t| Case studies --g| Case Study At| Hot saline environments -- the coastal zone of the Arabian Peninsula --g| Case Study Bt| Softwater leaching in a service reservoir --g| Case Study Ct| Thaumasite sulfate attack to bridge foundations --g| Case Study Dt| Acid attack to a bund at a water treatment works --g| Case Study Et| Fire -- the Buncefield incident --g| Case Study Ft| Abrasion in aggregate storage bins --g| Case Study Gt| Algae -- experiences from Blackpool --g| Case Study Ht| Mould growth on long-span bridges -- a visual problem --g| 3.t| Effects of typical extreme environments on concrete dams /r| Cheng-dong Liu --g| 3.1.t| Introduction --g| 3.2.t| Analysis of the effect of the Wenchuan earthquake on a concrete dam --g| 3.3.t| Effect of extreme temperature change on concrete dams --g| 3.4.t| Behaviour analysis of the safe operation of Shenwo reservoir in an extreme cold environment --g| 3.5.t| Conclusions --g| 4.t| Extreme response of reinforced concrete framed buildings using static and dynamic procedures for progressive collapse analysis /r| D. Cicola --g| 4.1.t| Introduction --g| 4.2.t| Direct and indirect design methods --g| 4.3.t| Numerical models for progressive collapse assessment --g| 4.4.t| Reference framed structure --g| 4.5.t| Nonlinear FE simulations: results and discussion --g| 4.6.t| Conclusions --g| 5.t| Use of calcium aluminate cements in sewer networks submitted to H2S biogenic corrosion /r| Dominique Guinot --g| 5.1.t| Introduction --g| 5.2.t| Stakes --g| 5.3.t| H2S biogenic corrosion principles --g| 5.4.t| Portland cement provides limited response to H2S biogenic deterioration --g| 5.5.t| Calcium aluminate resistance to H2S biogenic corrosion: historical reminder --g| 5.6.t| The science behind CAC resistance to H2S biogenic corrosion --g| 5.7.t| The challenge of testing the biogenic corrosion resistance of building materials --g| 5.8.t| Application methods and practical consideration --g| 5.9.t| Conclusions --g| 6.t| High cycle fatigue of concrete structures in harsh environments: design and monitoring /r| Mads K. Hovgaard --g| 6.1.t| Introduction and background --g| 6.2.t| Stress -- life theory of fatigue --g| 6.3.t| Physical damage mechanism --g| 6.4.t| Inclusion of information from inspections and monitoring --g| 6.5.t| Example, continued: designing the SHM system --g| 6.6.t| Conclusions and further directions --g| Appendix At| MATLAB code for probabilistic model of concrete fatigue --g| 7.t| Validation of models for prediction of chloride ingress in concrete exposed to a de-icing salt road environment /r| Luping Tang --g| 7.1.t| Introduction --g| 7.2.t| Models for prediction of chloride ingress --g| 7.3.t| Uncertainty in the modelling of chloride ingress --g| 7.4.t| Validation of models against long-term site data --g| 7.5.t| Conclusions and recommendations --g| 7A.1.t| Modelling of free chloride ingress --g| 7A.2.t| Calculation of total chloride content --g| 7A.3.t| Prediction of service life --g| 7A.4.t| Consideration of uncertainty --g| 7A.5.t| Equations for the parameters related to the concrete --g| 7A.6.t| Suggested parameters for the Swedish road environment --g| 8.t| Evolution of corrosion parameters in a buried pilot nuclear waste container in El Cabril /r| F. Jimenez --g| 8.1.t| Introduction --g| 8.2.t| Pilot container and its instrumentation --g| 8.3.t| Techniques --g| 8.4.t| Results --g| 8.5.t| Discussion --g| 8.6.t| Conclusions --t| Acknowledgements --g| 9.t| Reactions of cements in geothermal wells /r| Neil B. Milestone --g| 9.1.t| Introduction --g| 9.2.t| Effects of temperature on cement hydration --g| 9.3.t| Durability --g| 9.4.t| Mechanism of carbonation --g| 9.5.t| Mechanism of corrosion --g| 9.6.t| The role of silica and its different forms in hydrothermal curing --g| 9.7.t| Discussion --g| 9.8.t| Concluding remarks.;

506 a| Available only to authorized users.;

538 a| Mode of access: World Wide Web;

650 0 a| Concrete construction.=| ^A20004;

650 0 a| Extreme environments.=| ^A259061;

650 6 a| Construction en béton.;

655 0 a| Electronic books.=| ^A491897;

700 1 a| Bull, John W.=| ^A717201;

700 1 a| Zhou, Xiangmingc| (Professor in civil engineering)?| UNAUTHORIZED;

856 40 z| Full text available from Knovel, Academic, Civil Engineering & Construction Materialsu| https://go.openathens.net/redirector/ecu.edu?url=https%3A%2F%2Fapp.knovel.com%2Fweb%2Ftoc.v%2Fcid%3AkpCEE00022%2FviewerType%3Atoc%2Froot_slug%3Aconcrete-in-extreme-environments%3Fkpromoter%3Dfederation;

947 a| (OCoLC)ocn986692659;

949 a| CLICK ON WEB ADDRESSw| ASISh| JOYNER188;

949 a| CLICK ON WEB ADDRESSw| ASISh| HSL77;

949 a| CLICK ON WEB ADDRESSw| ASISh| JMUSIC60;

596 a| 1 3 4;

998 a| 5921948;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 5921948-1001l| JNETm| JOYNERr| Ys| Yt| JNESSBKu| 10/14/2022x| EBOOKz| JERESOURCE;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 5921948-2001l| HSLELECm| HSLr| Ys| Yt| HEBKu| 10/14/2022x| EBOOKz| HERESOURCE;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 5921948-3001l| MNETm| JMUSICr| Ys| Yt| MNESSBKu| 10/14/2022x| EBOOKz| JERESOURCE;

Concrete in extreme environments / edited by John W. Bull and Xiangming Zhou.

Other author	Bull, John W.
Other author	Zhou, Xiangming (Professor in civil engineering)
Format	Electronic
Publication Info	Caithness, Scotland, UK : Whittles Publishing, [2018]
Description	x, 230 pages : illustrations (chiefly color), color maps ; 25 cm
Supplemental Content	Full text available from Knovel, Academic, Civil Engineering & Construction Materials
Subjects	Concrete construction. Extreme environments. Construction en béton.

Contents	Machine generated contents note: 1. Introduction / Maurice Levitt -- 1.1. Background -- 1.2. The chromate ion -- 1.3. Micro-concrete -- 1.4. The PVA admixture debacle -- 1.5. Flag and kerb paper usage in manufacture -- 1.6. The hardness/strength relationship -- 1.7. Precision tunnel segments -- 1.8. Rocket exhaust concrete enclosure -- 1.9. Explosive-proof cladding and roofing -- 1.10. Silage -- 2. Recognising severe environments / Don Wimpenny -- 2.1. Introduction -- 2.2. Case studies -- Case Study A Hot saline environments -- the coastal zone of the Arabian Peninsula -- Case Study B Softwater leaching in a service reservoir -- Case Study C Thaumasite sulfate attack to bridge foundations -- Case Study D Acid attack to a bund at a water treatment works -- Case Study E Fire -- the Buncefield incident -- Case Study F Abrasion in aggregate storage bins -- Case Study G Algae -- experiences from Blackpool -- Case Study H Mould growth on long-span bridges -- a visual problem -- 3. Effects of typical extreme environments on concrete dams / Cheng-dong Liu -- 3.1. Introduction -- 3.2. Analysis of the effect of the Wenchuan earthquake on a concrete dam -- 3.3. Effect of extreme temperature change on concrete dams -- 3.4. Behaviour analysis of the safe operation of Shenwo reservoir in an extreme cold environment -- 3.5. Conclusions -- 4. Extreme response of reinforced concrete framed buildings using static and dynamic procedures for progressive collapse analysis / D. Cicola -- 4.1. Introduction -- 4.2. Direct and indirect design methods -- 4.3. Numerical models for progressive collapse assessment -- 4.4. Reference framed structure -- 4.5. Nonlinear FE simulations: results and discussion -- 4.6. Conclusions -- 5. Use of calcium aluminate cements in sewer networks submitted to H2S biogenic corrosion / Dominique Guinot -- 5.1. Introduction -- 5.2. Stakes -- 5.3. H2S biogenic corrosion principles -- 5.4. Portland cement provides limited response to H2S biogenic deterioration -- 5.5. Calcium aluminate resistance to H2S biogenic corrosion: historical reminder -- 5.6. The science behind CAC resistance to H2S biogenic corrosion -- 5.7. The challenge of testing the biogenic corrosion resistance of building materials -- 5.8. Application methods and practical consideration -- 5.9. Conclusions -- 6. High cycle fatigue of concrete structures in harsh environments: design and monitoring / Mads K. Hovgaard -- 6.1. Introduction and background -- 6.2. Stress -- life theory of fatigue -- 6.3. Physical damage mechanism -- 6.4. Inclusion of information from inspections and monitoring -- 6.5. Example, continued: designing the SHM system -- 6.6. Conclusions and further directions -- Appendix A MATLAB code for probabilistic model of concrete fatigue -- 7. Validation of models for prediction of chloride ingress in concrete exposed to a de-icing salt road environment / Luping Tang -- 7.1. Introduction -- 7.2. Models for prediction of chloride ingress -- 7.3. Uncertainty in the modelling of chloride ingress -- 7.4. Validation of models against long-term site data -- 7.5. Conclusions and recommendations -- 7A.1. Modelling of free chloride ingress -- 7A.2. Calculation of total chloride content -- 7A.3. Prediction of service life -- 7A.4. Consideration of uncertainty -- 7A.5. Equations for the parameters related to the concrete -- 7A.6. Suggested parameters for the Swedish road environment -- 8. Evolution of corrosion parameters in a buried pilot nuclear waste container in El Cabril / F. Jimenez -- 8.1. Introduction -- 8.2. Pilot container and its instrumentation -- 8.3. Techniques -- 8.4. Results -- 8.5. Discussion -- 8.6. Conclusions -- Acknowledgements -- 9. Reactions of cements in geothermal wells / Neil B. Milestone -- 9.1. Introduction -- 9.2. Effects of temperature on cement hydration -- 9.3. Durability -- 9.4. Mechanism of carbonation -- 9.5. Mechanism of corrosion -- 9.6. The role of silica and its different forms in hydrothermal curing -- 9.7. Discussion -- 9.8. Concluding remarks.
Bibliography note	Includes bibliographical references and index.
Access restriction	Available only to authorized users.
Technical details	Mode of access: World Wide Web
Genre/form	Electronic books.
LCCN	2020479554
ISBN	9781849953276 hardcover
ISBN	1849953279 hardcover

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