: 220*

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1.1

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1.1 *

1.1 (Moisture Content Test) (w) =(Specific Gravity Test)( )4(Moist Unit Weight)*

1.2(Unified Soil Classification System)(Particle-Size Distribution Curve)(Sieve Analysis Test) (Hydrometer Analysis Test) (Plasticity Chart)(Liquid Limit Test) LL(Plastic Limit Test) PLPI=LL-PL

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1.2(Particle-Size Distribution Curve)(Sieve Analysis Test) Gravel (G)Sand (S)4.75mm (#4)4.75mm (#4)0.075mm (#200)

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1.2(Hydrometer Analysis Test): :Stokes

() Silt (M)Clay (C):0.075mm (#200)0.002mm:0.002mm

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1.2(Plasticity Chart)(Liquid Limit Test) (LL)(Plastic Limit Test)(PL)PISilt(M)Clay(C)

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1.3k()()

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1.4(Compaction Test) (Standard Proctor Test) (Modisied Proctor Test) (Field Compaction)(Consolidation Test) (One-Dimensional Laboratory Consolidation Test)

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1.4(Compaction Test)

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1.5(Direct Shear Test)(Quick Shear Test) Q c(Slow Shear Test) Scc

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1.5*

1.5(Triaxial Shear Test)(Consolidated-Drained Test)CD(Consolidated-Undrained Test)CU(Unconsolidated-Undrained Test)UU

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Dr

emaxe mine*

Dr*

#20#3020kg2g

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C.B.R) California Bearing Ratio)C.B.R.C.B.RC.B.R.cmmm/min2.5mm5.0mm2.5mm5.00mmC.B.R.

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C.B.R) *

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2.1 Asphalt Concrete;ACstabilityDurabilitySkid ResistanceworkabilityAir void

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2.2SubgradeSubbase courseBase courseSurface course

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Prime CoatTack Coat

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2.3 Bruce Marshall1939The U.S.Corps of EngineersASTMASTM D-1599AASHTOAASHTO T-251*

2.3 *

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2.3 ACAI SS-190941/1002/100*

2.3

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600AASHTO T23097+2%

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2.4 AC

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2.4 3m0.6cm0.3cm

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2.4 1,000m2CNS 8755 A314710%

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2.5 Penetration of Bituminous Materials*

2.5 251005

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032200602577100546115505

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2.6 Viscosity testVacuum Capillary Viscometers60Absolute Viscosity42Poise200000060

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2.7 Stability Value60Flow Value*

2.8 2.8.1 2.8.2 2.8.3 2.8.4 2.8.5

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2.8.1 10

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2.8.2 120*

2.8.3

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2.8.3 *

2.8.4 1 30cm23AC 4AC 56

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2.8.5 AASHTO T30AASHTO T164-*

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12.5mm1/289.5mm3/8in.4.75mmNo.472.36mmNo.81.18mmNo.166600mNo.30300mNo.50575mNo.20030.5

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