إعادة تدوير ناتج الكشط.pdf

- 3002 -

33

*

" .

, ,

, ,

" .

*

43

:

,

" , "

, ,

(.8) (:6 )GNILCYCER: -1

: (+)

.

: / ( + ) -1

.

. -2 :

- 3002 -

53

-1 .

. -2 . -3 -4

. :

.GNILCYCER TOH: -1 .GNILCYCER DLOC: -2 GNILCYCER TOH: -1-1

( 1) ( 7-6) " ,

( 021) " (8 )30052

. : -1-1-1 : -1-1-1- 1

: ( ) , () ,68

: . -1

63

. -2 . -3

: ( 1-1) (1-1)

68 4 5 21

35 94 73

06-07 06-07 06-07

,

.52 (1,2)

.

- 3002 -

73

68

1 1 1

05.4 46.4 53.5

g

g

g

g

g

g

32.481 ---- 11.091 37.5 24.381 ---- 1/2 29.241 1.02 11.441 2.12 51.241 89.3 3/8

4.641 4.641 8.081 8.081 54.291 30.9 4 23.771 5.45 71.972 62.651 91.651 19.33 8

65.321 86.35 52.77 52.77 25.431 42.21 61 51.532 6.951 01.87 35.64 11.25 11.25 03 46.77 8.04 01.87 49.82 92.67 92.67 05 46.26 8.52 32.85 63.12 71.38 71.38 001 45.15 7.41 79.25 1.61 2.401 2.401 002

68

0

01

02

03

04

05

06

07

08

09

001

002 001 05 03 61 8 4 "3/8 "2/1

83

0010203040506070809

001

002 001 05 03 61 8 4 "8/3 "2/1

0010203040506070809

001

002 001 05 03 8 4 "8/3 "2/1

- 3002 -

93

: -2-1-1-1 : -1-2-1-1-1

, ( 3-1) ,

:

%24.0 %81.02

( 4-1) :

%7.0 846.2 916.2 36.2

: ,

0

01

02

03

04

05

06

07

08

09

001

002 001 05 03 61 8 4 "8/3 "2/1

04

: -1-1-1-2-2 ,"

, : ( 5-1) ,

50.1 39

(5-1)

(2) -1-1-2

: ( C82)F05 -1

.9551D MTSA -2

,( TSC03-+082 )9551D MTSA (.6-1)

. 03 -3 " -4

. 06 -5

. %( 5.0) -6

.

- 3002 -

14

(7 )(6-1)

06-07

58-001

TSC

(051-091) 651-051 061-661 (052-013) 441-931 351-741

(2:) -1-1-3 : -1

r :

msPmsPbSPsnP

rsnP+

=001

* (2) *001

: r:

. . snP: bsP:

. msP:

: -2 f+c*k+b*540.0+a*530.0=P ( 2)

" P: .

( .57.0 )002 %( 6-01) 81.0=k :

24

( .57.0)002 %( 5) 2.0=k : ( .63.2) 8 a :

( 63.2 )8 b : ( .57.0)002

( .57.0)002 c : %( 0-2) f:

. ( 1)

. : -3

( 2)(001)

(001)*001(001)

2 (001*)*

bsPrbsP

bsP bnPbsPrbP

=

: . bnP:

. r: . bP:

. bsP: : -1-1-4

, (21 )68 : 201 (5( )) ,( 4( ) )

661T OTHSAA , 9551 D MTSA

( 9, 1) , ( 8 , 1) , ( 7, 1) ,

- 3002 -

34

68 %04 , . .%05

68 7 6 5 4 3 2 1

74.5 79.4 74.4 74.2 79.2 74.3 79.3 %

463.2 683.2 463.2 52.2 92.2 613.2 53.2

37.1 94.1 70.3 3.01 60.8 63.6 32.4 % 754 925 625 506 018 546 506 gk 23.5 26.4 22.4 21.3 67.3 95.3 96.3 mm

23.09 82.88 85.67 2.83 6.93 16.45 7.76 %

(7 , 1) 5 4 3 2 1

22.4 27.3 22.2 77.2 22.3 % 393.2 383.2 823.2 3.2 513.2

22.2 13.3 25.7 89.7 27.6 6311 5511 0721 7281 3461 gk 93.4 22.4 95.3 85.3 43.3 mm

42.18 38.17 55.93 47.24 73.15 (8 , 1)

5 4 3 2 1

453.4 458.3 453.2 458.2 453.3 % 693.2 793.2 243.2 653.2 183.2 3mc/gk

29.1 65.2 97.6 65.5 98.3 % 059 2561 5331 8851 3451 gk

44

01.6 67.3 87.2 42.2 36.2 mm 08.38 64.77 06.34 25.35 61.66 %

(9 ,1) :68

%

%

%

58 51 51 24.381 73.37 26.62 526.11 51.241=71.831+89.3 89.3 8/3 36.75 63.24 37.51 54.291=24.381+30.9 30.9 4 68.44 31.55 77.21 91.651=82.221+19.33 19.33 8

68.33 41.66 11 25.431=82.221+42.21 42.21 61 6.92 04.07 62.4 11.25 11.25 03 63.32 36.67 42.6 92.67 92.67 05 05.61 34.38 8.6 71.38 71.38 001 8 69.19 25.8 25.8 2.401 002

: 16.3%= r

06001

0404*5.53

= 06*001+

7.83=3.16-001:

21.2283.7 g= 374.32

:

75.947=3.16*22.21 :

8.2221=32.374+75.947 :

f+c*k+b*54.0+a*530.0=p 1+8*81.0+28.63*540.0+631.55*53.0.0=p %30.6=p

- 3002 -

0 54 002

004

006

008

0001

6 4 2

%

gk

:

3.79%= bnp 0015.53

(00116.3)*5.53001(0015.53)

= 2 (0015.53*16.3)*6.30

: *00156.38%=R

6.30== *0013.79

bP bnP

: -5- 1-1

.

,68

64

0123456

6 5 4 3 2

%

mm

02468

0121

6 5 4 3 2

%

%

68

- 3002 -

74

2.2

52.2

3.2

53.2

4.2

6 5 4 3 2

% rg

c/m

3

002040608

001

6 5 4 3 2

%

%

0

005

0001

0051

0002

5.4 4 5.3 3 5.2 2

%

gk

68

( 21)

84

01234567

5.4 4 5.3 3 5.2 2

%

mm

, , ( 73) % 05

. , % 05

23.243.263.283.2

4.224.2

5.4 4 5.3 3 5.2 2

%

rgc/

m 3

002040608

001

4 5.3 3 5.2 2

%

%

- 3002 -

94

%05 % 05

94 .

0

005

0001

0051

0002

5.4 4 5.3 3 5.2 2

%

gk

%

82.23.2

23.243.263.283.24.2

24.2

5.4 4 5.3 3 5.2 2

%

rgc/

m 3

%

0

2

4

6

8

5.4 4 5.3 3 5.2 2

%

05

0

1

2

3

4

5

5.4 4 5.3 3 5.2 2

%

mm

%

002040608

001

5.4 4 5.3 3 5.2 2

%

%

0

2

4

6

8

01

5.4 4 5.3 3 5.2 2

%

%

%

- 3002 -

15

: -1- 1-6

(6:) ( 5-1)

, 57 05 53

.bl

057

6333

0021

8335

0081

6008 ni10.0 8 61 8 81 8 02 52.0

3 5 3 5 3 5 (5-1)

:-1-1-7 201 -1

, ( 4) , ( 5) :

%

25

%46 %29 ( 21)68 ( 1.6) .

:

gk

mm

3mc/rg

%

% 45.66 22.4 163.2 32.4 62.0501

. -2

.

-3 " ,

.

-4 , : (% 7.3)

%.4 , -5

( .% 5.3) : -1-1-8 " " -1

, .

- 3002 -

35

C051 -2 ,

(C091-081)

. ( 1-2") -3

( ) .

-4 .

" -5

. -6

.

54

:

1-EPPS, J ,GUIDELINES FOR RECYCLING PAVEME MATERIALS ,WASHINGTON:NATIONAL COOPERATIVE HIGHWAY

RESEARCH PROGRAM REPORT 224 , 1980. 2-KALLAS, B , FLEXIBLE PAVEMENT MIXTURE DESIGN USING RECLAIMED ASPHALT CONCRETE, U.S.A:ASPHALT INSTITUTE REPORT 84-2,OCTOBER 1984. 3-WOOD, L , E ,RECYCLING OF BITUMINOUS PAVEMENTS ,BALTIMORE: AMERICAN SOCIETY FOR TESTING AND MATERIALS ,1987. 4-HIGHWAY RESEARCH PROGRAM REPORT 160,1990. 5-DALLAS , B.ESTAKHARI, C , HOT IN PLACE RECYCLING OF ASPHALT CONCRETE , WASHINGTON: NATIONAL ACADEMY PRESS, 1994. 6-MCDANIEL, R . ANDERSON , R , RECOMMENDED USE OF RECLAIMED ASPHALT PAVEMENT IN THE SUPERPAVE MIX DESIGN METHOD TECHNICIANS MANAUAL, WASHINGTON: NATIONAL AC

: 7- ,. ,

, . , , 1992.

- 3002 -

55

* .1002-0002 -8

3002/ 3/ 91 *

Documents

إعادة تدوير ناتج الكشط.pdf