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

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93S 4Se(a)(b)Ref: Kwong (1996)Figure C1 - Asaoka's Graphical Method of Settlement Prediction
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PORT WORKS DESIGN MANUALPART 3Guide
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FOREWORDThe Port Works Design Manua
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CONTENTSTITLE PAGE - !FOREWORD 3CON
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PageNo.5.3.3 Verification of Settle
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101.2 Definition, Symbols and Refer
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12the investigations may need to co
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14consequences of adopting a partic
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16(3) Installation of vertical drai
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18The remaining layer of marine or
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20• The rate of supply of public
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22the shortage of public filling ca
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24Considerations when planning the
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262.10 Environmental ImpactsAll rec
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293.3.1 GeneralThe reclamation sequ
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31requires checking of the equilibr
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33(2) Detailed Stability AnalysisTh
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3.4 WorksIf, despite all the precau
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374.4.1 GeneralThis chapter discuss
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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 67 and 68: 65(1) Geotextile-\I,- i i i i i , ,
Page 69 and 70: 67Figure 5 - Method of Calculation
Page 71 and 72: 69timet + 120Piezometer installed a
Page 73 and 74: 71Slope >1Required pause in fill pl
Page 75: 73APPENDIX APREFABRICATED BAND DRAI
Page 78 and 79: 76List of ASTMD4491-92: Standard Te
Page 81: 79CONTENTSTITLE PAGE 77CONTENTS 79B
Page 84 and 85: 82t = Time from load application.c
Page 86 and 87: 84Hansbo, S. (1981).Consolidation o
Page 89 and 90: 87CONTENTSTITLE PAGE 85CONTENTS 87C
Page 91 and 92: 89C OF BY ASAOKA'S METHODC.IGeneral
Page 93: 91OFFigureNo.PageNo.C1 Asaoka's Gra
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
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