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.

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Bibliographic Details
Other Authors: Bull, John W., (Editor), Zhou, Xiangming (Professor in civil engineering), (Editor)
Format: eBook
Language: English
Published: Caithness, Scotland : Whittles Publishing, [2018]
Subjects:
Concrete construction.
Extreme environments.
elektronické knihy
electronic books
ISBN: 9781523120253
1523120258
9781849954075
1849954070
1849953279
9781849953276
Physical Description: 1 online resource (x, 230 pages) : illustrations (chiefly color), color map

Cover

Table of contents

LEADER 06409cam a2200433 i 4500
001 kn-on1088723387
003 OCoLC
005 20240717213016.0
006 m o d
007 cr cn|||||||||
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  |d OCLCL  |d SXB 
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 
035 |a (OCoLC)1088723387  |z (OCoLC)1104316252  |z (OCoLC)1104393916  |z (OCoLC)1108145416 
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. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
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 Knovel (All titles) 
650 0 |a Concrete construction. 
650 0 |a Extreme environments. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Bull, John W.,  |e editor. 
700 1 |a Zhou, Xiangming  |c (Professor in civil engineering),  |e editor.  |1 https://id.oclc.org/worldcat/entity/E39PCjG89M3cm4VGv8tfJBkGXm 
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://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpCEE00022/concrete-in-extreme?kpromoter=marc  |y Full text 

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