Hydraulic Fill Manual

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Contents10.3 Wind erosion 39410.4 Slope, bank and bed protection 39810.5 Interaction between reclamation and civil works 40010.5.1 General 40010.5.2 Foundations 40010.5.3 Construction sequence 40110.5.4 Impact on existing structures 40210.6 Earthquakes 40510.7 Tsunamis 40911 Monitoring and quality control 41311.1 Introduction 41411.2 Quality Control Plan 41711.3 Monitoring and testing 42011.3.1 Geometry 42011.3.2 <strong>Fill</strong> material properties 42011.3.2.1 Grain size distribution 42011.3.2.2 Minimum and maximum dry densities 42211.3.2.3 Mineralogy 42211.3.3 <strong>Fill</strong> mass properties 42211.3.3.1 Shear strength 42211.3.3.2 Stiffness 42511.3.3.3 Density, relative compactionand relative density 42811.3.4 Environmental monitoring 43112 Technical specifications 43312.1 Introduction 43412.2 Roles and responsibilities 43412.3 Checklist project requirements 43712.4 Commented examples of technical specifications 44212.4.1 Introduction 44212.4.2 Description of the works 44312.4.3 Standards 44412.4.4 Data collection (see Chapter 3) 44412.4.5 Dredging equipment and working method(see Chapter 4) 44512.4.6 Selection borrow area—quality fill material(see Chapter 5) 44712.4.7 Construction methods reclamation area(see Chapter 6) 45012.4.8 Environmental impact 45212.4.9 Design of a land reclamation (see Chapter 8) 45312.4.10 Ground improvement (see Chapter 7) 458xiv
Contents12.4.11 Special fill materials (see Chapter 9) 46112.4.12 Other design aspects (see Chapter 10) 46212.4.13 Monitoring and quality control (see Chapter 11) 46312.4.13.1 Geometry 46412.4.13.2 Testing fill material properties(see Section 11.3.2) 46612.4.13.3 Testing fill mass properties(see Section 11.3.3) 46712.4.13.4 Settlement monitoring (see Appendix B.5.3) 47012.4.13.5 Performance testing 47012.4.13.6 Reporting 47212.4.13.7 Monitoring and Quality Control Program(see Section 11.2) 472AppendicesA Equipment 477B Field and Laboratory Tests 529C Correlations and Correction Methods 593D Geotechnical Principles 609References 627xv
Page 4 and 5: CURNET publication: 244 ISBN: 978-0
Page 7 and 8: ContentsPrefaceAcknowledgementsNota
Page 9 and 10: Contents5 Selection borrow area 101
Page 11 and 12: Contents8.3.5 Density measurement 1
Page 13: Contents9.1.3.2 Workability of clay
Page 18 and 19: PrefaceAs it is the intention of th
Page 21 and 22: AcknowledgementsThis publication is
Page 23: AcknowledgementsProjectsponsorsThe
Page 26 and 27: NotationE tan= Tangent Modulus (kPa
Page 28 and 29: NotationΔS allow= Allowable residu
Page 30 and 31: AbbreviationsPIANCPLTPVDRICRQDSASWS
Page 32 and 33: Hydraulic Fill ManualAround 1500 A.
Page 34 and 35: Hydraulic Fill Manualfill treatment
Page 36 and 37: Hydraulic Fill ManualThe definition
Page 38: Hydraulic Fill ManualChapter 8: Des

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