| Record ID | marc_loc_updates/v37.i30.records.utf8:15708315:1387 |
| Source | Library of Congress |
| Download Link | /show-records/marc_loc_updates/v37.i30.records.utf8:15708315:1387?format=raw |
LEADER: 01387nam a22002897a 4500
001 2009277073
003 DLC
005 20090723123828.0
008 090309s2008 coua b 000 0 eng d
010 $a 2009277073
020 $a9781605730134
020 $a1605730130
035 $a(OCoLC)ocn230828505
040 $aSKW$cSKW$dDLC
042 $alccopycat
050 00 $aTA447$b.F34 2008
245 00 $aFailure of prestressed concrete cylinder pipe /$cprepared by Andrew E. Romer ... [et al.] ; jointly sponsored by Awwa Research Foundation and U.S. Environmental Protection Agency.
260 $aDenver, Colo. :$bAwwa Research Foundation :$bdistributed by American Water Works Association ;$a[London] :$bdistributed by IWA Publishing,$cc2008.
300 $axxiii, 203, [1] p. :$bill. (some col.) ;$c28 cm.
500 $aPCCP timeline map in verso pocket.
504 $aIncludes bibliographical references (p. 195-200).
505 0 $a1. Introduction -- 2. History of PCCP -- 3. Performance -- 4. Assessment model -- 5. Predicting service life -- 6. Conclusions -- 7. Future study recommendations -- Appendix A. Qualitative assessment matrix -- Glossary -- References and bibliography.
650 0 $aPipe, Concrete.
650 0 $aPrestressed concrete$xFatigue.
700 1 $aRomer, Andrew E.
710 2 $aAWWA Research Foundation.
710 1 $aUnited States.$bEnvironmental Protection Agency.