LEADER 04000oam 2200613I 450 001 9910800154403321 005 20230803201651.0 010 $a0-429-07355-0 010 $a1-5231-0719-7 010 $a1-4665-8730-X 024 7 $a10.1201/b16469 035 $a(CKB)3710000000083501 035 $a(EBL)1408046 035 $a(SSID)ssj0001084384 035 $a(PQKBManifestationID)11587167 035 $a(PQKBTitleCode)TC0001084384 035 $a(PQKBWorkID)11039665 035 $a(PQKB)10779950 035 $a(OCoLC)872667385 035 $a(MiAaPQ)EBC1408046 035 $a(OCoLC)868488295 035 $a(EXLCZ)993710000000083501 100 $a20180331h20142014 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDurability design of concrete structures in severe environments /$fOdd E. Gjorv 205 $a2nd ed. 210 1$aBoca Raton :$cCRC Press,$d[2014] 210 4$dİ2014 215 $a1 online resource (268 p.) 300 $aDescription based upon print version of record. 311 $a1-4665-8729-6 320 $aIncludes bibliographical references. 327 $aFront Cover; Contents; Preface; Acknowledgments; About the Author; Chapter 1: Historical review; Chapter 2: Field experience; Chapter 3: Corrosion of embedded steel; Chapter 4: Durability analysis; Chapter 5: Additional strategies and protective measures; Chapter 6: Concrete quality control and quality assurance; Chapter 7: Achieved construction quality; Chapter 8: Condition assessment, preventive maintenance, and repairs; Chapter 9: Practical applications; Chapter 10: Life cycle costs; Chapter 11: Life cycle assessment; Chapter 12: Codes and practice; Back Cover 330 $aPreface : Concrete structures in severe environments include a variety of structures in various types of environment. Although several deteriorating processes such as alkali-aggregate reactions, freezing and thawing, and chemical attack still represent severe challenges and problems to many important concrete structures, rapid development in concrete technology in recent years has made it easier to control such deteriorating processes. For concrete structures in severe environments, the applied concrete is normally so dense that concrete carbonation does not represent any practical problem. For concrete structures in chloride-containing environments, however, chloride ingress and premature corrosion of embedded steel still appear to be a most difficult and severe challenge to the durability and performance of many important concrete infrastructures. In recent years, there has also been a rapid increase in the use of de-icing salt and rapid development of concrete structures in marine environments. In order to obtain an increased and better control of chloride ingress and corrosion of embedded steel, improved procedures and specifications for proper combinations of concrete quality and concrete cover are very important. Upon completion of new concrete structures, however, the achieved construction quality typically shows high scatter and variability, and in severe environments, any weaknesses and deficiencies will soon be revealed, whatever durability specifications and materials have been applied. Therefore, improved procedures for quality control and quality assurance during concrete construction are also very important--$cProvided by publisher. 606 $aConcrete construction 606 $aConcrete$xCorrosion 606 $aSeawater corrosion 615 0$aConcrete construction. 615 0$aConcrete$xCorrosion. 615 0$aSeawater corrosion. 676 $a624.1/834 676 $a624.1834 686 $aTEC005000$aTEC063000$2bisacsh 700 $aGjorv$b Odd E.$01588531 801 0$bFlBoTFG 801 1$bFlBoTFG 906 $aBOOK 912 $a9910800154403321 996 $aDurability design of concrete structures in severe environments$93878505 997 $aUNINA