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Concrete in extreme environments /
This provides indicative case studies of concrete in extreme environments or conditions and gives vital insights to help designers and users of concrete in unusual situations. A truly international authorship.
| Clasificación: | Libro Electrónico |
|---|---|
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Caithness, Scotland :
Whittles Publishing,
[2018]
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000 i 4500 | ||
|---|---|---|---|
| 001 | KNOVEL_on1088723387 | ||
| 003 | OCoLC | ||
| 005 | 20231027140348.0 | ||
| 006 | m o d | ||
| 007 | cr cnu---unuuu | ||
| 008 | 190228s2018 stkab ob 001 0 eng d | ||
| 040 | |a KNOVL |b eng |e rda |e pn |c KNOVL |d DKU |d YDX |d EBLCP |d COO |d MUU |d OCLCQ |d MM9 |d OCLCQ |d OCLCO |d ERD |d OCLCO |d OCLCQ |d N$T |d OCLCO | ||
| 019 | |a 1104316252 |a 1104393916 |a 1108145416 | ||
| 020 | |a 9781523120253 |q (electronic bk.) | ||
| 020 | |a 1523120258 |q (electronic bk.) | ||
| 020 | |a 9781849954075 |q (electronic bk.) | ||
| 020 | |a 1849954070 |q (electronic bk.) | ||
| 020 | |z 1849953279 | ||
| 020 | |z 9781849953276 | ||
| 029 | 1 | |a AU@ |b 000065068776 | |
| 035 | |a (OCoLC)1088723387 |z (OCoLC)1104316252 |z (OCoLC)1104393916 |z (OCoLC)1108145416 | ||
| 050 | 4 | |a TA681 |b .C66 2018eb | |
| 082 | 0 | 4 | |a 624.1/834 |2 23 |
| 049 | |a UAMI | ||
| 245 | 0 | 0 | |a Concrete in extreme environments / |c edited by John W. Bull and Xiangming Zhou. |
| 264 | 1 | |a Caithness, Scotland : |b Whittles Publishing, |c [2018] | |
| 264 | 4 | |c ©2018 | |
| 300 | |a 1 online resource (x, 230 pages) : |b illustrations (chiefly color), color map | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | 0 | |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 |t A Hot saline environments -- the coastal zone of the Arabian Peninsula -- |g Case Study B |t Softwater leaching in a service reservoir -- |g Case Study C |t Thaumasite sulfate attack to bridge foundations -- |g Case Study D |t Acid attack to a bund at a water treatment works -- |g Case Study E |t Fire -- the Buncefield incident -- |g Case Study F |t Abrasion in aggregate storage bins -- |g Case Study G |t Algae -- experiences from Blackpool -- |g Case Study H |t 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 |t A 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. |
| 588 | 0 | |a Print version record. | |
| 520 | |a This provides indicative case studies of concrete in extreme environments or conditions and gives vital insights to help designers and users of concrete in unusual situations. A truly international authorship. | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 650 | 0 | |a Concrete construction. | |
| 650 | 0 | |a Extreme environments. | |
| 650 | 6 | |a Construction en béton. | |
| 650 | 6 | |a Milieux extrêmes. | |
| 650 | 7 | |a Concrete construction |2 fast | |
| 650 | 7 | |a Extreme environments |2 fast | |
| 700 | 1 | |a Bull, John W., |e editor. | |
| 700 | 1 | |a Zhou, Xiangming |c (Professor in civil engineering), |e editor. | |
| 776 | 0 | 8 | |i Print version: |t Concrete in extreme environments. |d Caithness, Scotland : Whittles Publishing, [2018] |z 1849953279 |w (OCoLC)986692659 |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpCEE00022/toc |z Texto completo |
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL5769558 | ||
| 938 | |a YBP Library Services |b YANK |n 16211297 | ||
| 938 | |a EBSCOhost |b EBSC |n 2377750 | ||
| 994 | |a 92 |b IZTAP | ||