- Page 4 and 5: © The Government of the Hong Kong
- Page 6 and 7: Working Committee of Port Works Des
- Page 8 and 9: PageNo.2.9 Seawall Construction2.10
- Page 11 and 12: 1.1.1 PurposeThe purpose of the Por
- Page 13 and 14: 112.2.1 GeneralThis chapter gives c
- Page 15 and 16: 13locations of such structures, are
- Page 17 and 18: 15thick clay and silt deposits. It
- Page 19 and 20: 17In any case, stability analyses s
- Page 21 and 22: 19installed by land plant after the
- Page 23 and 24: 2!verification of stability by calc
- Page 25 and 26: particularly shear waves. This resu
- Page 27 and 28: depth/density profile requires care
- Page 29: 2,11 DrainageA reclamation project
- Page 32 and 33: 30According to Bjerrum (1972), //is
- Page 34 and 35: 32Jewell (1987) and Yeo & Woodrow (
- Page 36 and 37: 34appropriate, deposition of the sa
- Page 38 and 39: 36deformation of the reclamation sh
- Page 40 and 41: 38(2) Secondary consolidationSecond
- Page 42 and 43: 40by the following equation:(4.2a)I
- Page 44 and 45: 42If the filling progress deviates
- Page 46 and 47: 44In the case of a single load appl
- Page 48 and 49: 46the development schedule has not
- Page 51 and 52: 495,5.1 GeneralInstrument monitorin
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5!5.3.1 Monitoring LocationsWith pr
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53Ye et al (1997), the data set Ah,
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556.6.1 GeneralBrief comments on pa
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57made both to the settlement calcu
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60and Foundation Engineering, Vol.
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63OFFigureNo.PageNo.1. Sequence of
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661009080706050403020- — • —
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68VirgincompressionSlope = compress
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70SeabedGraduated cablePiezometer t
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72(a) 8,,-h-time PlotAhCurveStraigh
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75AINFORMATIONSpecifications for Pr
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77APPENDIX BASSESSMENT OF DEGREE OF
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81B ASSESSMENT OFOF CONSOLIDATIONB.
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83F(n) is a function mainly relatin
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85APPENDIX CVERIFICATION OF SETTLEM
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00DO
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90The values of the ultimate primar
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93S 4Se(a)(b)Ref: Kwong (1996)Figur
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95APPENDIX DWORKED EXAMPLES
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99APPENDIX D WORKED EXAMPLESD.IExam
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101D.2 Example 2 - Estimation of Re
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103b. The designer shall decide the
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105,, 2(5 + 100) f f nd'= -i - ^ =
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107Check the magnitude of the prima
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109= 0.88-8x0.632.42Consolidation u
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IllNote : The settlement at the end
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113D.3 Example 3 - Monitoring of Po
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115LIST OF FIGURESFigureNo.PageNo.D
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Schematized loadingr- Surcharge1r-E
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119GLOSSARY OF TERMS AND SYMBOLS
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121OFAdsorbed water. A soil particl
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123process.Vibrocompaction.A fill d
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125GLOSSARY OF SYMBOLSaPo.P,rYdid m
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127Residual settlement of a soil la
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TOG