PORT WORKS DESIGN MANUAL PART 3 Guide To - The University ...

More documents

Recommendations

Info

63OFFigureNo.PageNo.1. Sequence of Drained Reclamation 552. Reclamation in Shallow Water and Deep Water 653. Soils Suitable for Vibrocompaction 664. Relationship between Correlation Factor ju for Field Vane Shear Strength 66and Plasticity Index5. Method of Calculation of Stability of an Embankment on Clay 676. Foundation Soil of Limited Depth and Uniform Strength 677. Definition of Compressibility Parameters 688. Shortening of Drainage Path by Vertical Drains 689. Tidal Effect on Pore Water Pressure Measurement 6910. Settlement Monitoring Instrument Cluster 7011. M-aPlot 7112. s-4 Plot 7113. Typical Relationship between Height of Fill (h), Time (t) and Lateral 72Deformation (S H )
Page 3 and 4:
PORT WORKS DESIGN MANUALPART 3Guide
Page 5 and 6:
FOREWORDThe Port Works Design Manua
Page 7 and 8:
CONTENTSTITLE PAGE - !FOREWORD 3CON
Page 9:
PageNo.5.3.3 Verification of Settle
Page 12 and 13:
101.2 Definition, Symbols and Refer
Page 14 and 15: 12the investigations may need to co
Page 16 and 17: 14consequences of adopting a partic
Page 18 and 19: 16(3) Installation of vertical drai
Page 20 and 21: 18The remaining layer of marine or
Page 22 and 23: 20• The rate of supply of public
Page 24 and 25: 22the shortage of public filling ca
Page 26 and 27: 24Considerations when planning the
Page 28 and 29: 262.10 Environmental ImpactsAll rec
Page 31 and 32: 293.3.1 GeneralThe reclamation sequ
Page 33 and 34: 31requires checking of the equilibr
Page 35 and 36: 33(2) Detailed Stability AnalysisTh
Page 37 and 38: 3.4 WorksIf, despite all the precau
Page 39 and 40: 374.4.1 GeneralThis chapter discuss
Page 41 and 42: 3943.2 due toThe ultimate primary c
Page 43 and 44: 41where S pt(residml) = Residual se
Page 45 and 46: Design of surcharge preloading gene
Page 47 and 48: 45H = Fill thickness.a = Logarithmi
Page 49: 47The calculation of residual settl
Page 52 and 53: 50For monitoring of pore pressure d
Page 54 and 55: 525.3.2 of FillThis section discuss
Page 56 and 57: 54the availability of frequent moni
Page 58 and 59: 56reduce settlement problems. Howev
Page 61 and 62: 59REFERENCESAsaoka, A (1978). Obser
Page 63: 61FIGURES
Page 68 and 69: 661009080706050403020- — • —
Page 70 and 71: 68VirgincompressionSlope = compress
Page 72 and 73: 70SeabedGraduated cablePiezometer t
Page 74 and 75: 72(a) 8,,-h-time PlotAhCurveStraigh
Page 77 and 78: 75AINFORMATIONSpecifications for Pr
Page 79: 77APPENDIX BASSESSMENT OF DEGREE OF
Page 83 and 84: 81B ASSESSMENT OFOF CONSOLIDATIONB.
Page 85 and 86: 83F(n) is a function mainly relatin
Page 87: 85APPENDIX CVERIFICATION OF SETTLEM
Page 90 and 91: 00DO
Page 92 and 93: 90The values of the ultimate primar
Page 95 and 96: 93S 4Se(a)(b)Ref: Kwong (1996)Figur
Page 97: 95APPENDIX DWORKED EXAMPLES
Page 101 and 102: 99APPENDIX D WORKED EXAMPLESD.IExam
Page 103 and 104: 101D.2 Example 2 - Estimation of Re
Page 105 and 106: 103b. The designer shall decide the
Page 107 and 108: 105,, 2(5 + 100) f f nd'= -i - ^ =
Page 109 and 110: 107Check the magnitude of the prima
Page 111 and 112: 109= 0.88-8x0.632.42Consolidation u
Page 113 and 114: IllNote : The settlement at the end
Page 115 and 116:
113D.3 Example 3 - Monitoring of Po
Page 117 and 118:
115LIST OF FIGURESFigureNo.PageNo.D
Page 119 and 120:
Schematized loadingr- Surcharge1r-E
Page 121 and 122:
119GLOSSARY OF TERMS AND SYMBOLS
Page 123 and 124:
121OFAdsorbed water. A soil particl
Page 125 and 126:
123process.Vibrocompaction.A fill d
Page 127 and 128:
125GLOSSARY OF SYMBOLSaPo.P,rYdid m
Page 129 and 130:
127Residual settlement of a soil la
Page 131 and 132:
TOG
show all

PORT WORKS DESIGN MANUAL PART 3 Guide To - The University ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?