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

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Schematized loadingr- Surcharge1r-End of 24 th rnonth— Future imposed loadon reclamation-A- A portion of surcharge is not removedto keep the formation at +4.5mpD_lTime tt c = Time for completing fill placement or the construction period = end of the 9 th monthtso * Time for starting application of surcharge load = start of the 10 th monthtsr ~ Time for completing surcharge removal = end of the 22 nd month<strong>The</strong> point at which residual settlement is required = end of the 22 nd monthtrs =Figure D1 - Example 2; Loading Variations of the Reclamation
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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
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 96 and 97: 94SiFinal settlementPlacement of. a
Page 99: 97CONTENTSTITLE PAGE 95CONTENTS 97D
Page 102 and 103: 1000.3(8.9)(3 2 )(1. 2) - 2.8836L e
Page 104 and 105: 102Vertical drains dataTypeSpacingP
Page 106 and 107: 104The final primary consolidation
Page 108 and 109: 106The initial effective stress at
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
Page 120 and 121: 118CD~5COCOCDCLCD20 -14.9Required p
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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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Page 132: X1S1SD112HK 627.5 P83Port works des
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