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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
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41where S pt(residml) = Residual se
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Design of surcharge preloading gene
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45H = Fill thickness.a = Logarithmi
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47The calculation of residual settl
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50For monitoring of pore pressure d
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525.3.2 of FillThis section discuss
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54the availability of frequent moni
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56reduce settlement problems. Howev
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59REFERENCESAsaoka, A (1978). Obser
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61FIGURES
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65(1) Geotextile-\I,- i i i i i , ,
- Page 69 and 70: 67Figure 5 - Method of Calculation
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- Page 73 and 74: 71Slope >1Required pause in fill pl
- Page 75: 73APPENDIX APREFABRICATED BAND DRAI
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- 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
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- Page 96 and 97: 94SiFinal settlementPlacement of. a
- Page 99: 97CONTENTSTITLE PAGE 95CONTENTS 97D
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- Page 104 and 105: 102Vertical drains dataTypeSpacingP
- Page 106 and 107: 104The final primary consolidation
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- Page 110 and 111: 108Table D2.6m0123M0.5711.5712.5713
- Page 112 and 113: 110Effective stress increment at en
- Page 114 and 115: 112(3) Settlement due to secondary
- Page 116 and 117: 114The value ofF(n) in Example D.2
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- Page 124 and 125: 122state value.Mud wave. Excessive
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- Page 128 and 129: 126dd'D ree 0e maxe minFHI pK aLeng
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