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

More documents

Recommendations

Info

79CONTENTSTITLE PAGE 77CONTENTS 79B.I General 81B .2 Consolidation without vertical drains 81B.3 Consolidation with vertical drains 82B.3.1 Consolidation due to Horizontal Drainage 82B.3.2 Consolidation under Combined Vertical and Horizontal Drainage 83B.4 References 83PageNo.
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 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 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 ...

Create successful ePaper yourself

Delete template?

Save as template?