Pavement Design for Carriageway Construction

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Sub-basethicknessRD/GN/042 Pavement Design for Carriageway Construction Page 39 of 42
k=0.025k=0.075 k=0.050k = Modulus of Subgradek=0.150 k=0.125 0 k=0.100ReactionRD/GN/042 Pavement Design for Carriageway Construction Page 40 of 42
Page 1 and 2: HIGHWAYS DEPARTMENTGUIDANCE NOTESON
Page 3 and 4: 6. DESIGN OF RIGID PAVEMENT 206.1 P
Page 5 and 6: 1. INTRODUCTIONThis set of guidance
Page 7 and 8: flexible and rigid pavements as wel
Page 9 and 10: 4. FOUNDATION DESIGN4.1 GeneralThe
Page 11 and 12: 4.4 Sub-baseThe sub-base forms the
Page 13 and 14: fluctuating stress having a maximum
Page 15 and 16: Lantau Fixed Crossing, Ting Kau Bri
Page 17 and 18: D s = directional split factor= 1 f
Page 19 and 20: certain substantial value, the tens
Page 21 and 22: 6. DESIGN OF RIGID PAVEMENT6.1 Pave
Page 23 and 24: 6.4 Traffic LoadThe non-linear load
Page 25 and 26: 6.8 Types of Concrete PavementsDesc
Page 27 and 28: 7. BLOCKED PAVINGRun-in and carriag
Page 29 and 30: 8.4 Pavement DrainageProper drainag
Page 31 and 32: Structural DesignFrom Table 7,k-val
Page 33 and 34: (ii) Bus lay-bysDesign traffic load
Page 35 and 36: Sub-basethicknessRD/GN/042 Pavement
Page 37 and 38: Sub-basethicknessRD/GN/042 Pavement
Page 39: Sub-basethicknessRD/GN/042 Pavement
Page 43: k=0.050 k=0.025k = Modulus of Subgr

Pavement Design for Carriageway Construction

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