(a) Rut

(

Figure 4

(

tting in Aspha

Figure 1

a) Vertical StFig

4: Effect of bastrain at botto

a) Vertical St

Figu

alt surface

1: Typical Pav

rain in HMA gure 3: Effect

ase material tom of HMA l

rain in HMA

ure 6: Effect o

(b) Cra

vement Distre

layer of Base Mate

to horizontal layer

layer

of HMA thick

acking in Asphsurface

esses

erial to vertica

Figurcom

kness to vertic

halt Fig

(b) Rut Dal strain and r

e 5: Effect of mpressive str

(b) Rut Dcal strain and

gure 2: PavemFE

Depth of HMArut depth

f base materiarain at top of s

Depth of HMArut depth

Paper ID 4

ment Model inA

A

al to vertical subgrade

A

42

8

n

Figure 7:

Figure 9comp

Figure 10

Figure 1horizonta

: Effect of HMstrain at botto

9: Effect of Hpressive strain

.b: Effect of Hrut depth

12: Effect of Hal Stress at bo

MA thickness om of HMA l

HMA thicknesn at the top of

HMA’s elasticof HMA laye

HMA’s elasticottom of CBM

to horizontallayer

ss to vertical f subgrade

c modulus to er

c modulus to M3 Base layer

l Figure 8Str

Figure 1

) Figure horiz

r Figure

vertical c

8: Effect of HMress at bottom

10.a: Effect ofvertical stra

11: Effect of zontal strain a

13: Effect of compressive s

MA thicknessm of CBM3 B

f HMA’s elastain in HMA la

HMA’s elastiat bottom in H

HMA’s elastistrain at the to

Paper ID 4

s to horizontaase layer

tic modulus toayer

ic modulus toHMA layer

ic modulus toop of subgrad

42

9

al

o

o

o de

Figure 1

Figure horiz

Figure vertical c

Figure 1

14.a: Effect ofvertical strai

15: Effect of ontal strain at

17: Effect of ompressive st

18.b: Effect ofdepth of

f CBM3 basein in HMA la

CBM3 base tt bottom in H

CBM3 base ttrain at the to

f subgrade mof HMA layer

thickness to ayer

thickness to HMA layer

thickness to op of subgrade

odulus to rut

Figure 14

Figurehorizont

eFigur

Figuhoriz

4.b: Effect of depth o

e 16: Effect oftal Stress at b

re 18.a: Effectvertical stra

ure 19: Effect zontal strain a

CBM3 base tof HMA layer

f CBM3 base ottom of CBM

t of subgrade ain in HMA la

of subgrade mat bottom in H

Paper ID 4

1

thickness to rr

thickness to M3 Base laye

modulus to ayer

modulus to HMA layer

42

10

rut

er

Figurhorizonta

Vehicl

RT

Straddle

Top & Sand Reac

Yard HuTruck

re 20: Effect oal Stress at bo

le Type

TG

e Carrier

Side Pick ch Stacker

ustler or Trailer

Load

SingWhe

La

HMA Su

CBM3 b(Granula

Subgrade

of subgrade mottom of CBM

Table 1 – W

type Load

gle eel

Table 3

yer T

urface

ase ar base)

e

modulus to M3 Base layer

Wheel Configu

Table 2 – Lo

ding [kN] (PrMPa)

100 (0.64)

3 – Layer Thic

Thickness, [mm] 100 200 300 200 400 600

1200

r Figure 2

comp

uration of veh

Wheel

oading Param

ressure, (C

)

ckness and M

E, [MPa]

9,6463,445

14,900(344.5)

10 30 80

1: Effect of supressive strai

hicle in Port a

Pattern

meter

Contact AreContact Rad

156,489

Material Input

]

0.35

0.15(0.38)

0.45

ubgrade modun at the top o

area

ea [mm2] dius, [mm])

(223)

Density, [t/mm3]

2.321e-9

2.4e-9 (2.16e-9)

1.921e-9

Paper ID 4

1

ulus to verticf subgrade

42

11

al