LEADER 00996nam0 22002651i 450 001 RML0232293 005 20231121125658.0 100 $a20121121d1991 ||||0itac50 ba 101 | $aita 102 $ait 181 1$6z01$ai $bxxxe 182 1$6z01$an 200 1 $a˜L'œammortamento per i soggetti a contabilità ordinaria e semplificat$eAspetti civilistici, fiscali e contabili esemplificazioni$fMario Sirtoli 205 $a5a ed 210 $aMilano $cPirola $d1991 215 $a223 p.$d24 cm 700 1$aSIRTOLI$b, Mario$3RMLV147385$0105539 801 3$aIT$bIT-01$c20121121 850 $aIT-FR0098 899 $aBiblioteca Area Giuridico Economica$bFR0098 912 $aRML0232293 950 0$aBiblioteca Area Giuridico Economica$d 53IMP 657/64$e 53VM 0000002445 VM barcode:0000220VM$fA $h19950502$i20121204 977 $a 53 996 $aAmmortamento per i soggetti a contabilità ordinaria e semplificat$93617801 997 $aUNICAS LEADER 05409nam 22006494a 450 001 996212459203316 005 20170815112812.0 010 $a1-280-73979-7 010 $a9786610739790 010 $a0-470-03483-1 010 $a0-470-03482-3 035 $a(CKB)1000000000356151 035 $a(EBL)284462 035 $a(SSID)ssj0000211807 035 $a(PQKBManifestationID)11912138 035 $a(PQKBTitleCode)TC0000211807 035 $a(PQKBWorkID)10136312 035 $a(PQKB)10219256 035 $a(MiAaPQ)EBC284462 035 $a(PPN)221582282 035 $a(OCoLC)180858415 035 $a(EXLCZ)991000000000356151 100 $a20060329d2006 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aNondestructive testing of deep foundations$b[electronic resource] /$fBernard Hertlein and Allen Davis 210 $aChichester, England ;$aHoboken, NJ $cJ. Wiley$dc2006 215 $a1 online resource (292 p.) 300 $aDescription based upon print version of record. 311 $a0-470-84850-2 320 $aIncludes bibliographical references (p. [255]-265) and index. 327 $aNondestructive Testing of Deep Foundations; Contents; Foreword; Preface; About the Authors; Acknowledgements; Photography and IllustrationCredits; 1Introduction and a Brief History; 1.1 Introduction; 1.2 A Brief History of Deep Foundations and the Advent of NDT; 1.2.1 Caveat and Acknowledgement; 1.2.2 The History; 1.3 Deep Foundation Failures and NDT; 1.3.1 Esso Oil Tanks, Fawley, Hants, UK; 1.3.2 Neumaier Hall, Moorhead, MN, USA; 1.3.3 Tampa Crosstown Expressway, Tampa, FL, USA; 1.3.4 Yuen Chau Kok, Shatin Area 14B, Phase 2, Hong Kong; 1.4 Deficiencies in Existing Foundations 327 $a2 Deep Foundation Construction Methods2.1 Driven Piles - Timber, Steel and Concrete; 2.1.1 Drop-hammers; 2.1.2 Diesel Hammers; 2.1.3 Hydraulic Hammers; 2.1.4 Pile-driving Vibrators; 2.1.5 Direct-push Pile Installers; 2.1.6 Advantages and Limitations of Driven Piles; 2.2 Caissons and Drilled Shafts; 2.2.1 Advantages and Limitations of Drilled Shafts; 2.2.2 Advantages and Limitations of Slurry; 2.3 Diaphragm Walls, Cut-off Walls and Barrettes; 2.4 Augered, Cast-in-Place Piles; 2.4.1 Advantages and Limitations of ACIP Piles; 2.5 Micropiles or Minipiles; 2.5.1 Applications 327 $a2.5.2 Drilled Micropile Type/Classification2.5.3 Relationship between Micropile Application, Design Concept and Construction Type; 2.5.4 Design Aspects; 2.5.5 Nondestructive Testing; 2.5.6 Research and Development; 2.6 Stone Columns and other Soil Improvement Techniques; 2.6.1 Stone Columns; 2.6.2 Deep Mixing; 2.6.3 Permeation Grouting; 2.6.4 Dynamic Compaction; 3How Soils Affect the Choiceof Foundation; 4Traditional, Visual and NewInspection Methods for DeepFoundation Construction; 4.1 Driven Piles; 4.2 Augered, Cast-in-Place Piles; 4.3 Drilled Shafts; 4.3.1 Dry Hole Construction 327 $a4.3.2 Wet Hole Construction4.4 The Inspector's Role; 5A Review of Full-scaleLoad-testing Techniques; 5.1 Static Load-Test Techniques - Axial Compression; 5.1.1 Reaction Systems; 5.1.2 Proof Testing; 5.1.3 Load-Transfer Tests; 5.1.4 Quick Load Test; 5.1.5 Constant Rate of Penetration Test; 5.1.6 Bi-directional Load Test (Osterberg Cell); 5.2 Static Load-Test Techniques - Axial Tension; 5.3 Static Load-Test Techniques - Lateral; 6High-strain Testing for Capacityand/or Integrity; 6.1 High-Strain Dynamic (Drop-Weight) Testing of Driven Piles; 6.1.1 The Case Method; 6.1.2 The TNO Method 327 $a6.1.3 The Effect of Soil and Other Factors6.2 High-Strain Testing of Drilled Shafts and Augered, Cast-in-Place Piles; 6.2.1 CEBTP Simbat; 6.2.2 SIMBAT Test Methodology; 6.3 Modification of Shaft Head for High-Strain Tests; 6.4 Practical Considerations for Drop-Weight Techniques; 6.4.1 Newton's Apple; 6.5 HSDT Alternatives; 6.5.1 The Statnamic Method; 6.5.2 The Fundex Method; 6.6 Limitations of High-Strain Dynamic Testing; 7Low-strain SurfaceTests - Sonic Echo; 7.1 Sonic Echo (Impulse ECHO); 7.1.1 Test Principle; 7.1.2 Typical Test Procedure; 7.1.3 Data Processing and Display 327 $a7.1.4 Effect of Impedance Change 330 $aNondestructive Testing involves the use of methods such as wave propagation, electromagnetism, electrical conductivity, and thermal conductivity to test structural integrity and thereby allow nondestructive assessment of structures and the possibility of structural failures before they occur. Nondestructive Testing of Deep Foundations covers different techniques designed to provide information about the integrity and quality of the material that makes up a deep foundation. Nondestructive Testing methods are used at all stages of a structure's life - from new construction quality co 606 $aFoundations$xTesting 606 $aPiling (Civil engineering)$xTesting 606 $aNondestructive testing 615 0$aFoundations$xTesting. 615 0$aPiling (Civil engineering)$xTesting. 615 0$aNondestructive testing. 676 $a624.150287 700 $aHertlein$b Bernhardt H$0594765 701 $aDavis$b Allen George$0964137 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a996212459203316 996 $aNondestructive testing of deep foundations$92186504 997 $aUNISA