DAFTAR PUSTAKA - Institut Teknologi · PDF fileDAFTAR PUSTAKA ACI 233R-95 ... L., Khatri, R.P., and Sirivivatnanon, V. ... Standards and Evaluation, 10-12 July, Bandung, Indonesia

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LAMPIRAN A

KARAKTERISTIK MATERIAL DAN KOMPOSISI CAMPURAN BETON

283

Tabel A.1. Karakteristik agregat halus dan kasar

Agregat kasar No. Uraian Unit Agregat

halus φ2,4- φ4,8

φ4,8 -

φ9,5

φ9,5-

φ19

φ19 -

φ25 1. Kadar air % 5,35 0,83 0,63 0,53 0,43 2. Kadar lumpur % 2,03 0,38 0,31 0,40 0,27 3. Kadar organik - rendah - - - - 4. Berat isi kering kg/m3 1597 1530 1551 1572 15845. Apparent specific

gravity 2,81 2,72 2,71 2,70 2,69

6. Bulk specific gravity : - Dry basic

- SSD basic

2,39 2,55

2,56 2,62

2,52 2,59

2,49 2,57

2,46 2,55

7. Absorption % 5,93 2,35 2,74 3,09 3,41 8. Abrasion % - 28,53

Tabel A.2. Distribusi ukuran butir dan modulus kehalusan agregat halus Tertahan Kumulatif

Saringan Ukuran (gr) (%) Tertahan (%)

Lolos (%)

Spesifikasi ASTM

C33-92a 3/8” 9,50 0,00 0,00 0,00 100,00 100 No. 4 4,76 0,00 0,00 0,00 100,00 95 – 100 No. 8 2,40 71,00 7,10 7,10 92,90 80 – 100 No. 16 1,20 282,00 28,20 35,30 64,70 50 - 85 No. 30 0,60 281,00 28,10 63,40 36,60 25 – 60 No. 50 0,30 252,00 25,20 88,60 11,40 10 - 30 No. 100 0,15 80,00 8,00 96,60 3,40 2 – 10 No. 200 0,075 34,00 3,40 100,00 0,00 0

Modulus kehalusan 2,91

Tabel A.3. Distribusi ukuran butir dan modulus kehalusan agregat kasar Tertahan Kumulatif

Saringan Ukuran (gr) (%) Tertahan (%)

Lolos (%)

Spesifikasi ASTM

C33-92a 1” 25,40 0,00 0,00 0,00 100,00 100

3/4“ 19,50 250,00 5,00 5,00 95,00 90 – 100 3/8” 9,50 2.875,00 57,50 62,50 37,50 20 – 55 No. 4 4,76 1.625,00 32,50 95,00 5,00 0 - 10 No. 8 2,40 250,00 5,00 100,00 0,00 0 - 5

Modulus kehalusan 3,63

284

Tabel A.4. Sifat-sifat fisis dan komposisi kimia semen type I

No. Uraian Unit Nilai

1. Specific gravity - 3,15 2. Berat isi kg/m3 1380 3. Specific surface m2/kg 291 4. Initial setting time menit 138 5. Final setting time menit 279 6. SiO2 % 21,20 7. CaO % 64,90 8. Al2O3 % 6,96 9. Fe2O3 % 3,10 10. MgO % 1,20 11. Na2O % 0,00 12. K2O % 0,00 13. Loss of Ignition (LoI) % 0,90

Tabel A.5. Sifat-sifat fisis dan komposisi kimia bubuk slag nikel

No. Uraian Unit Nilai

1. Specific gravity - 3,36 2. Berat isi kg/m3 1775 3. Specific surface m2/kg 306 4. SiO2 % 42,57 5. CaO % 6,46 6. Al2O3 % 3,67 7. Fe2O3 % 25,71 8. MgO % 16,82 .9. Na2O % 2,29 10. K2O % 0,06 11. NiO % 4,42 12. SO3 % 0,29 13. S % 0,12 14. Loss of Ignition (LoI) % 5,36

285

Tabel A.6. Komposisi kimia campuran semen dan bubuk slag nikel

Proporsi campuran (%) Komposisi kimia (%)

Kode semen Slag

nikel SiO2 CaO Al2O3 Fe2O3 MgO LOI

C100-0 100 0 21,20 64,90 6,96 3,10 1,20 0,90 C90-10 90 10 25,37 57,41 6,86 5,52 1,80 1,32 C85-15 85 15 27,94 53,35 6,39 6,63 2,39 1,65 C80-20 80 20 29,12 49,03 6,06 7,76 2,59 2,14 C70-30 70 30 31,34 42,34 5,79 9,95 3,14 2,47 C60-40 60 40 34,78 38,03 5,42 12,76 3,39 2,85 C50-50 50 50 37,26 35,45 5,03 15,14 5,62 3,22 C0-100 0 100 42,57 6,46 3,67 25,71 16,82 5,36

Tabel A.7. Komposisi bahan campuran per m3 beton untuk mutu fc’ = 25 MPa Batu Pecah (kg)

Kode Semen (kg)

Bubuk Slag (kg)

Air (kg)

SP (cc)

Pasir (kg)

φ2,4 -

φ4,8

φ4,8 -

φ9,5

φ9,5 -

φ19

φ19 -

φ25Non

Intrusif BNI25-0 BNI25-10 BNI25-12 BNI25-14 BNI25-16 BNI25-18 BNI25-20

345 310 304 297 290 283 276

0 35 41 48 55 62 69

228 228 228 228 228 228 228

4318387538003712362535383450

774 774 774 774 774 774 774

46 46 46 46 46 46 46

305 305 305 305 305 305 305

547 547 547 547 547 547 547

48 48 48 48 48 48 48

Intrusif BI25-0 BI25-10 BI25-12 BI25-14 BI25-16 BI25-18 BI25-20

345 310 304 297 290 283 276

0 35 41 48 55 62 69

228 228 228 228 228 228 228

4318387538003712362535383450

774 774 774 774 774 774 774

46 46 46 46 46 46 46

305 305 305 305 305 305 305

547 547 547 547 547 547 547

48 48 48 48 48 48 48

286


Kode Semen (kg)

Bubuk Slag (kg)

Air (kg)

SP (cc)

Pasir (kg)

φ2,4 -

φ4,8

φ4,8 -

φ9,5

φ9,5 -

φ19

φ19 -

φ25Non


493 444 434 424 414 404 394

0 49 59 69 79 89 99

226 226 226 226 226 226 226

6167555054255300517550504925

661 661 661 661 661 661 661

46 46 46 46 46 46 46

305 305 305 305 305 305 305

547 547 547 547 547 547 547

48 48 48 48 48 48 48


493 444 434 424 414 404 394

0 49 59 69 79 89 99

226 226 226 226 226 226 226

6167555054255300517550504925

661 661 661 661 661 661 661

46 46 46 46 46 46 46

305 305 305 305 305 305 305

547 547 547 547 547 547 547

48 48 48 48 48 48 48


Kode Semen (kg)

Bubuk Slag (kg)

Air (kg)

SP (cc)

Pasir (kg)

φ2,4 -

φ4,8

φ4,8 -

φ9,5

φ9,5 -

φ19

φ19 -

φ25Non


565 508 497 486 474 463 452

0 57 68 79 91 102 113

201 201 201 201 201 201 201

7060635062126075592557875650

426 426 426 426 426 426 426

55 55 55 55 55 55 55

356 356 356 356 356 356 356

630 630 630 630 630 630 630

55 55 55 55 55 55 55


565 492 481 470 460 449 438

0 57 68 79 91 102 113

201 201 201 201 201 201 201

7060635062126075592557875650

426 426 426 426 426 426 426

55 55 55 55 55 55 55

356 356 356 356 356 356 356

630 630 630 630 630 630 630

55 55 55 55 55 55 55

287

LAMPIRAN B

DATA SIFAT-SIFAT FISIS DAN MEKANIS BETON NONINTRUSI DAN TERINTRUSI

MIKROORGANISME

288

5

10

15

20

25

0 30 60 90 120 150 180 210 240 270 300 330

Umur (Hari)

Poro

sita

s (%

)

BNI25-0 BNI25-10 BNI25-12BNI25-14 BNI25-16 BNI25-18BNI25-20

(a). Beton dengan w/c = 0,57

5

10

15

20

0 30 60 90 120 150 180 210 240 270 300 330

Umur (Hari)

Poro

sita

s (%

)


(b). Beton dengan w/c = 0,40

5

10

15

20

0 30 60 90 120 150 180 210 240 270 300 330

Umur (Hari)

Poro

sita

s (%

)


(c). Beton dengan w/c = 0,30

Gambar B.1. Grafik hubungan porositas versus umur beton nonintrusi

mikroorganisme

289

5

10

15

20

25

30

0 30 60 90 120 150 180 210 240 270 300 330

Lama intrusi (Hari)

Poro

sita

s (%

)BI25-0 BI25-10 BI25-12BI25-14 BI25-16 BI25-18BI25-20


5

10

15

20

25

0 30 60 90 120 150 180 210 240 270 300 330

Lama intrusi (Hari)

Poro

sita

s (%

)

BI40-0 BI40-10 BI40-12BI40-14 BI40-16 BI40-18BI40-20


5

10

15

20

0 30 60 90 120 150 180 210 240 270 300 330

Lama intrusi (Hari)

Poro

sita

s (%

)

BI60-0 BI60-10 BI60-12BI60-14 BI60-16 BI60-18BI60-20


Gambar B.2. Grafik hubungan porositas versus lama intrusi mikroorganisme

290

5

10

15

20

25

0 30 60 90 120 150 180 210 240 270 300 330Umur/Lama intrusi (Hari)

Poro

sita

s (%

)

BNI25-0 BI25-0

0,0683,011 t.e −= e 0,0552,693 t.e e=


5

10

15

20

25


Poro

sita

s (%

)

BNI40-0 BI40-0

0,0942,925 t.e −= e 0,0202,607 t.e e=


5

10

15

20


Poro

sita

s (%

)

BNI60-0 BI60-0 0,0812,780 t.e −= e

0,0212,494 t.e e=


Gambar B.3. Grafik hubungan antara porositas versus umur/lama intrusi beton nonintrusi dan terintrusi mikroorganisme tanpa bubuk slag nikel

291

0

10

20

30

40


Poro

sita

s (%

)

BNI25-16 BI25-16

0,1993,265 t.e −= e -0,1262,996 t.e e=


5

10

15

20

25


Poro

sita

s (%

)

BNI40-16 BI40-16

0,1853,126 t.e −= e -0,1312,951 t.e e=


5

10

15

20


Poro

sita

s (%

)

BNI60-16 BI60-16

0,1903,032 t.e −= e -0,1502,909 t.e e=


Gambar B.4. Grafik hubungan antara porositas versus umur/lama intrusi beton nonintrusi dan terintrusi mikroorganisme dengan 16% bubuk slag nikel

292

4.0E-11

6.0E-11

8.0E-11

1.0E-10

0 30 60 90 120 150 180 210 240 270 300 330Umur (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk

) BNI25-0 BNI25-10 BNI25-12BNI25-14 BNI25-16 BNI25-18BNI25-20


1.0E-11

3.0E-11

5.0E-11

7.0E-11

9.0E-11

0 30 60 90 120 150 180 210 240 270 300 330Umur (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk



6.0E-12

1.6E-11

2.6E-11

3.6E-11

4.6E-11

0 30 60 90 120 150 180 210 240 270 300 330Umur (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk



Gambar B.5. Grafik hubungan antara koefisien permeabilitas versus umur beton

nonintrusi mikroorganisme

293

4.0E-11

6.0E-11

8.0E-11

1.0E-10

1.2E-10

0 30 60 90 120 150 180 210 240 270 300 330

Lama intrusi (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk

) BI25-0 BI25-10 BI25-12 BI25-14BI25-16 BI25-18 BI25-20


1.0E-11

3.0E-11

5.0E-11

7.0E-11

9.0E-11

1.1E-10

0 30 60 90 120 150 180 210 240 270 300 330

Lama intrusi (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk

) BI40-0 BI40-10 BI40-12 BI40-14BI40-16 BI40-18 BI40-20


5.0E-12

1.5E-11

2.5E-11

3.5E-11

4.5E-11

0 30 60 90 120 150 180 210 240 270 300 330

Lama intrusi (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk

) BI60-0 BI60-10 BI60-12 BI60-14BI60-16 BI60-18 BI60-20


Gambar B.6. Grafik hubungan antara koefisien permeabilitas versus lama intrusi

294

4.0E-11

6.0E-11

8.0E-11

1.0E-10

1.2E-10

0 30 60 90 120 150 180 210 240 270 300 330

Umur/Lama intrusi (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk

) BNI25-0

BI25-0

0.09222,949 tk −−= e

0.02623,258 tk −= e


1.0E-11

3.0E-11

5.0E-11

7.0E-11

9.0E-11

0 30 60 90 120 150 180 210 240 270 300 330

Umu/Lama intrusir (Hari)

Koe

f. pe

rmea

bilit

as (m

/dtk

)

BNI40-0

BI4-0 0.07623,309 tk −−= e

0.02123,547 tk −= e


6.0E-12

1.6E-11

2.6E-11

3.6E-11

4.6E-11

0 30 60 90 120 150 180 210 240 270 300 330


Koe

f. pe

rmea

bilit

as (m

/dtk

)

BNI60-0

BI6-0 0.06524,020 tk −−= e0.02424,248 tk −= e


Gambar B.7. Grafik hubungan antara koefisien permeabilitas versus umur/lama intrusi beton nonintrusi dan terintrusi mikroorganisme tanpa bubuk slag nikel

295

4.0E-11

6.0E-11

8.0E-11

1.0E-10

0 30 60 90 120 150 180 210 240 270 300 330


Koe

f. pe

rmea

bilit

as (m

/dtk

) BNI25-16

BI25-16

0.19422,656 tk −−= e

0.12222,918 tk −= e


1.0E-11

3.0E-11

5.0E-11

7.0E-11

9.0E-11

0 30 60 90 120 150 180 210 240 270 300 330


Koe

f. pe

rmea

bilit

as (m

/dtk

) BNI40-16

BI40-16 0.35422,520 tk −−= e

0.25122,985 tk −= e


6.0E-12

1.6E-11

2.6E-11

3.6E-11

4.6E-11

0 30 60 90 120 150 180 210 240 270 300 330


Koe

f. pe

rmea

bilit

as (m

/dtk

)

BNI60-16

BI6-16 0.41823,194 tk −−= e

0.23724,071 tk −= e


Gambar B.8. Grafik hubungan antara koefisien permeabilitas versus umur/lama intrusi beton nonintrusi dan terintrusi mikroorganisme dengan 16% bubuk slag nikel

296

0

10

20

30

40

0 30 60 90 120 150 180 210 240 270 300 330 360

Umur (Hari)

Kua

t tek

an (M

Pa)

BNI25-0 BNI25-10BNI25-12 BNI25-14BNI25-16 BNI25-18BNI25-20


0

10

20

30

40

50

60

0 30 60 90 120 150 180 210 240 270 300 330 360

Umur (Hari)

Kua

t tek

an (M

Pa)



01020304050607080

0 30 60 90 120 150 180 210 240 270 300 330 360

Umur (Hari)

Kua

t tek

an (M

Pa)



Gambar B.9. Grafik hubungan antara kuat tekan dan umur beton nonintrusi

mikroorganisme

297

10

15

20

25

30

0 30 60 90 120 150 180 210 240 270 300 330 360

Lama intrusi (Hari)

Kua

t tek

an (M

Pa)

BI25-0 BI25-10BI25-12 BI25-14BI25-16 BI25-18BI25-20


25

30

35

40

45

0 30 60 90 120 150 180 210 240 270 300 330 360

Lama intrusi (Hari)

Kua

t tek

an (M

Pa)

BI40-0 BI40-10BI40-12 BI40-14BI40-16 BI40-18BI40-20


40

45

50

55

60

65

0 30 60 90 120 150 180 210 240 270 300 330 360

Lama intrusi (Hari)

Kua

t tek

an (M

Pa)

BI60-0 BI60-10BI60-12 BI60-14BI60-16 BI60-18BI60-20


Gambar B.10. Grafik hubungan antara kuat tekan dan umur beton terintrusi

Mikroorganisme

298

0

10

20

30

40

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI25-0BI25-0

⎟⎟⎠

⎞⎜⎜⎝

⎛+

=576,40,890t

t77,27fct0004,0

c ef 22,156−=

(a). w/c = 0,57

0

10

20

30

40

50

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI40-0BI40-0

⎟⎟⎠

⎞⎜⎜⎝

⎛+

=199,30,913t

t23,41fc

t0002,0c e34,472 −=f

(b). w/c = 0,40

0

20

40

60

80

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI60-0BI60-0

⎟⎟⎠

⎞⎜⎜⎝

⎛+

=651,20,921t

t32,61fct059E

c ef 53,475−−=

(c). w/c = 0,30

Gambar B.11. Grafik perbedaan kuat tekan beton nonintrusi dan terintrusi mikroorganisme tanpa menggunakan bubuk slag nikel

299

05

10152025303540

0 30 60 90 120 150 180 210 240 270 300 330 360

Umur/Lama intrusi (hari)

Kua

t tek

an (M

Pa)

BNI25-10 BI25-10

(a). w/c = 0,57

0

10

20

30

40

50

60

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI40-10 BI40-10

(b). w/c = 0,40

01020304050607080

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI60-10 BI60-10

(c). w/c = 0,30

Gambar B.12. Grafik perbedaan kuat tekan beton nonintrusi dan terintrusi

mikroorganisme untuk 10% bubuk slag nikel

300

05

10152025303540

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI25-12 BI25-12

(a). W/c = 0,57

0

10

20

30

40

50

60

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI40-12 BI40-12

(b). w/c = 0,40

01020304050607080

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI60-12 BI60-12

(c). w/c = 0,30



301

05

10152025303540

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI25-14 BI25-14

(a). w/c = 0,57

0

10

20

30

40

50

60

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI40-14 BI40-14

(b). w/c = 0,40

01020304050607080

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI60-14 BI60-14

(c). w/c = 0,30



302

0

10

20

30

40

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI25-16

BI25-16⎟⎟⎠

⎞⎜⎜⎝

⎛+

=527,70,843t

t75,28f c

⎟⎟⎠

⎞⎜⎜⎝

⎛+

=151,10,713t

t49,19fc

(a). w/c = 0,57

0

10

20

30

40

50

60

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI40-16

BI40-16

⎟⎟⎠

⎞⎜⎜⎝

⎛+

=032,60,848t

t17,42fc

⎟⎟⎠

⎞⎜⎜⎝

⎛+

=298,10,796t

t78,32fc

(b). w/c = 0,40

0

20

40

60

80

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI60-16

BI60-16

⎟⎟⎠

⎞⎜⎜⎝

⎛+

=999,20,907t

t21,62fc ⎟⎟⎠

⎞⎜⎜⎝

⎛+

=957,00,892t

t09,56fc

(c). w/c = 0,30

Gambar B.15. Grafik perbedaan kuat tekan beton nonintrusi dan terintrusi mikroorganisme untuk 16% bubuk slag nikel

303

0

5

10

1520

25

30

35

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI25-18 BI25-18

(a). w/c = 0,57

0

10

20

30

40

50

60

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI40-18 BI40-18

(b). w/c = 0,40

01020304050607080

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI60-18 BI60-18

(c). w/c = 0,30



304

0

5

10

1520

25

30

35

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI25-20 BI25-20

(a). w/c = 0,57

0

10

20

30

40

50

60

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI40-20 BI40-20

(a). w/c = 0,40

01020304050607080

0 30 60 90 120 150 180 210 240 270 300 330 360


Kua

t tek

an (M

Pa)

BNI60-20 BI60-20

(c). w/c = 0,30



305

y = -0.0101x2 + 0.2812x + 22.18R2 = 0.5774

y = -0.0069x2 + 0.1461x + 27.691R2 = 0.4871

20

25

30

0 5 10 15 20

Bubuk slag nikel (%)

Kua

t tek

an (M

Pa)

Nonintrusi Terintrusi


y = -0.0131x2 + 0.2374x + 41.108R2 = 0.5461

y = -0.0184x2 + 0.4115x + 34.528R2 = 0.5849

34

37

40

43

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0044x2 + 0.1024x + 61.23R2 = 0.2929

y = -0.0235x2 + 0.6085x + 53.157R2 = 0.5912

48

53

58

63

0 5 10 15 20


Kua

t tek

an (M

Pa)



Gambar B.18. Grafik hubungan antara kuat tekan beton dengan prosentase bubuk slag nikel pada umur 28 hari

306

y = -0.0066x2 + 0.1889x + 28.414R2 = 0.6517

y = -0.0125x2 + 0.4063x + 21.441R2 = 0.8201

20

25

30

35

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0059x2 + 0.1511x + 42.911R2 = 0.433

y = -0.0182x2 + 0.5173x + 34.322R2 = 0.8223

32

36

40

44

48

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.016x2 + 0.3425x + 62.989R2 = 0.7238

y = -0.0356x2 + 0.9522x + 53R2 = 0.8253

52

56

60

64

68

0 5 10 15 20


Kua

t tek

an (M

Pa)




307


y = -0.0099x2 + 0.259x + 28.772R2 = 0.7735

y = -0.0162x2 + 0.4976x + 21.254R2 = 0.8262

20

25

30

35

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0065x2 + 0.2137x + 43.039R2 = 0.694

y = -0.0201x2 + 0.5977x + 34.066R2 = 0.8708

32

36

40

44

48

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0138x2 + 0.3038x + 63.559R2 = 0.7369

y = -0.0377x2 + 1.0156x + 52.82R2 = 0.835

52

56

60

64

68

0 5 10 15 20


Kua

t tek

an (M

Pa)


Gambar B.20. Grafik hubungan antara kuat tekan beton dengan prosentase bubuk

slag nikel pada umur 90 hari

308


y = -0.0093x2 + 0.2505x + 29.283R2 = 0.7336

y = -0.018x2 + 0.5576x + 21.086R2 = 0.8535

20

25

30

35

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0036x2 + 0.1603x + 43.786R2 = 0.6197

y = -0.0243x2 + 0.7005x + 33.864R2 = 0.8577

32

36

40

44

48

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0112x2 + 0.27x + 64.056R2 = 0.8253

y = -0.0377x2 + 1.0395x + 52.69R2 = 0.8382

52

56

60

64

68

0 5 10 15 20


Kua

t tek

an (M

Pa)


Gambar B.21. Grafik hubungan antara kuat tekan beton dengan prosentase bubuk


309


y = -0.0103x2 + 0.2789x + 29.605R2 = 0.808

y = -0.0186x2 + 0.5961x + 20.964R2 = 0.8852

20

25

30

35

0 5


10 15 20


Kua

t tek

an (M

Pa)

y = -0.0045x2 + 0.1887x + 44.259R2 = 0.6895

y = -0.0123x2 + 0.5745x + 33.765R2 = 0.9578

32

36

40

44

48

0 5


10 15 20


Kua

t tek

an (M

Pa)


y = -0.0098x2 + 0.2332x + 64.658R2 = 0.9359

y = -0.039x2 + 1.083x + 52.564R2 = 0.8468

52

56

60

64

68

0 5


10 15 20


Kua

t tek

an (M

Pa)



310

y = -0.0113x2 + 0.3x + 29.954R2 = 0.8007

y = -0.0214x2 + 0.6734x + 20.723R2 = 0.9125

20

25

30

35

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0073x2 + 0.2606x + 44.44R2 = 0.78

y = -0.0291x2 + 0.856x + 33.469R2 = 0.8944

32

36

40

44

48

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0102x2 + 0.2358x + 65.167R2 = 0.7914

y = -0.0394x2 + 1.1095x + 52.392R2 = 0.8574

52

56

60

64

68

0 5 10 15 20


Kua

t tek

an (M

Pa)

Nonintrusi Terintrusi Poly. (Nonintrusi) Poly. (Terintrusi)



311

y = -0.0129x2 + 0.3388x + 30.199R2 = 0.833

y = -0.0235x2 + 0.7363x + 20.574R2 = 0.9118

20

25

30

35

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0115x2 + 0.3445x + 44.67R2 = 0.8722

y = -0.0308x2 + 0.9168x + 33.308R2 = 0.917

32

36

40

44

48

52

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0093x2 + 0.2468x + 65.341R2 = 0.8887

y = -0.0407x2 + 1.1517x + 52.265R2 = 0.8694

52

56

60

64

68

72

0 5 10 15 20


Kua

t tek

an (M

Pa)




312

y = -0.0157x2 + 0.395x + 30.442R2 = 0.8238

y = -0.0253x2 + 0.7874x + 20.44R2 = 0.9088

20

25

30

35

0 5 10 15 20


Kua

t tek

an (M

Pa)


(a). Beton dengan w/c = 0,57 e

y = -0.0103x2 + 0.3788x + 44.792R2 = 0.9252

y = -0.0339x2 + 0.999x + 33.119R2 = 0.9125

32

36

40

44

48

52

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0105x2 + 0.2758x + 65.689R2 = 0.75

y = -0.0416x2 + 1.1822x + 52.177R2 = 0.8773

50

54

58

62

66

70

0 5 10 15 20


Kua

t tek

an (M

Pa)

Nonintrusi Terintrusi Poly. (Nonintrusi) Poly. (Terintrusi)

(c). Beton dengan w/c = 0,30 Gambar B.25. Grafik hubungan antara kuat tekan beton dengan prosentase bubuk


313

y = -0.0175x2 + 0.429x + 30.611R2 = 0.8336

y = -0.0262x2 + 0.8209x + 20.273R2 = 0.9176

15

20

25

30

35

40

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.009x2 + 0.3651x + 44.998R2 = 0.9241

y = -0.0355x2 + 1.047x + 32.905R2 = 0.9184

30

34

38

42

46

50

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0082x2 + 0.2342x + 66.145R2 = 0.6866

y = -0.0429x2 + 1.2219x + 52.043R2 = 0.8896

50

54

58

62

66

70

0 5 10 15 20


Kua

t tek

an (M

Pa)




314

y = -0.0211x2 + 0.4906x + 30.858R2 = 0.8195

y = -0.0282x2 + 0.8835x + 19.853R2 = 0.932

15

20

25

30

35

40

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0107x2 + 0.4015x + 45.183R2 = 0.9373

y = -0.0365x2 + 1.0817x + 32.7R2 = 0.9285

30

34

38

42

46

50

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0106x2 + 0.2888x + 66.33R2 = 0.6791

y = -0.0437x2 + 1.2461x + 51.954R2 = 0.8919

50

54

58

62

66

70

0 5 10 15 20


Kua

t tek

an (M

Pa)




315

y = -0.022x2 + 0.4955x + 31.191R2 = 0.7723

y = -0.0303x2 + 0.9442x + 19.476R2 = 0.943

15

20

25

30

35

40

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0114x2 + 0.4089x + 45.43R2 = 0.9225

y = -0.0379x2 + 1.1244x + 32.452R2 = 0.9359

30

34

38

42

46

50

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.01x2 + 0.2624x + 66.813R2 = 0.6841

y = -0.0444x2 + 1.2664x + 51.87R2 = 0.8965

50

54

58

62

66

70

0 5 10 15 20


Kua

t tek

an (M

Pa)




316

y = -0.0221x2 + 0.4872x + 31.485R2 = 0.7517

y = -0.0315x2 + 0.9871x + 19.185R2 = 0.9502

15

20

25

30

35

40

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0129x2 + 0.4264x + 45.752R2 = 0.9494

y = -0.0389x2 + 1.1532x + 32.284R2 = 0.9403

30

34

38

42

46

50

54

0 5 10 15 20


Kua

t tek

an (M

Pa)



y = -0.0107x2 + 0.2757x + 66.915R2 = 0.7632

y = -0.0453x2 + 1.2951x + 51.705R2 = 0.9041

50

54

58

62

66

70

0 5 10 15 20


Kua

t tek

an (M

Pa)




317

1.E+00

1.E+02

1.E+04

1.E+06

14 42 70 98 126 154 182 210 238 266 294 322 350Lama intrusi (hari)

C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm

Gambar B.30. Grafik hubungan antara total koloni mikroorganisme versus

lama intrusi untuk BI25-0

1.E+00

1.E+02

1.E+04

1.E+06


C/bi

nder

(cfu

/gr)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



318

1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



319

1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



320

1.0E+00

1.0E+02

1.0E+04

1.0E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.0E+00

1.0E+02

1.0E+04

1.0E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



321

1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



322

1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



323

1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



1.E+00

1.E+02

1.E+04

1.E+06


C/b

inde

r (cf

u/gr

)

D = 0 - 25 mm D = 25 - 50 mm D = 50 - 75 mm



324

9

10

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350

Waktu (hari)

pH b

eton

BI25-0 BI25-10 BI25-12 BI25-14BI25-16 BI25-18 BI25-20

(a). D = 0 – 25 mm

10

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI25-0 BI25-10 BI25-12 BI25-14BI25-16 BI25-18 BI25-20

(b). D = 25 – 50 mm

10

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI25-0 BI25-10 BI25-12 BI25-14BI25-16 BI25-18 BI25-20

(c). D = 50 – 75 mm

Gambar B.51. Perubahan pH akibat intrusi mikroorganisme pada beton dengan

w/c = 0,57

325

10

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI40-0 BI40-10 BI40-12 BI40-14BI40-16 BI40-18 BI40-20

(a). D = 0 – 25 mm

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI40-0 BI40-10 BI40-12 BI40-14BI40-16 BI40-18 BI40-20

(b). D = 25 – 50 mm

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI40-0 BI40-10 BI40-12 BI40-14BI40-16 BI40-18 BI40-20

(c). D = 50 – 75 mm


w/c = 0,57

326

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI60-0 BI60-10 BI60-12 BI60-14BI60-16 BI25-18 BI60-20

(a). D = 0 – 25 mm

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI60-0 BI60-10 BI60-12 BI60-14BI60-16 BI60-18 BI60-20

(b). D = 25 – 50 mm

11

12

13

14

14 42 70 98 126 154 182 210 238 266 294 322 350Waktu (hari)

pH b

eton

BI60-0 BI60-10 BI60-12 BI60-14BI60-16 BI60-18 BI60-20

(c). D = 50 – 75 mm


w/c = 0,57

327

2.0

3.0

4.0

5.0

6.0

0 2 4 6 8 10 12 14 16 18 20


Kua

t tar

ik b

elah

, T (M

Pa) w/c = 0,57 w/c = 0,40 w/c = 0,30

(a). Beton nonintrusi mikroorganisme

2.0

3.0

4.0

5.0

6.0

0 2 4 6 8 10 12 14 16 18 20


Kua

t tar

ik b

elah

, T (M

Pa) w/c = 0,57 w/c = 0,40 w/c = 0,30

(b). Beton terintrusi mikroorganisme

Gambar B.54. Grafik hubungan kuat tarik belah versus prosentase bubuk slag

nikel pada umur 28 hari

328

2.0

2.5

3.0

3.5

0 2 4 6 8 10 12 14 16 18 20Bubuk slag nikel (%)

Kua

t tar

ik b

elah

, T (M

Pa) Nonintrusif Intrusif


3.0

3.5

4.0

4.5

0 2 4 6 8 10 12 14 16 18 2Bubuk slag nikel (%)

Kua

t tar

ik b

elah

, T (M

Pa

0

) Nonintrusif Intrusif


4.0

4.5

5.0

5.5

0 2 4 6 8 10 12 14 16 18 20Bubuk slag nikel (%)

Kua

t tar

ik b

elah

, T (M



Gambar B.55. Perbedaan kuat tarik belah antara beton nonintrusi dan terintrusi

Mikroorganisme

329

3.0

4.0

5.0

6.0

7.0

8.0

0 2 4 6 8 10 12 14 16 18 20Bubuk slag nikel (%)

Kua

t tar

ik le

ntur

, R (M

Pa) w/c = 0,57 w/c = 0,40 w/c = 0,30


2.0

3.0

4.0

5.0

6.0

7.0

8.0

0 2 4 6 8 10 12 14 16 18 20Bubuk slag nikel (%)

Kua

t tar

ik le

ntur

, R (M

Pa) w/c = 0,57 w/c = 0,40 w/c = 0,30


Gambar B.56. Grafik hubungan kuat tarik lentur versus prosentase bubuk slag

nikel pada umur 28 hari

330

2.0

2.5

3.0

3.5

4.0

4.5

0 2 4 6 8 10 12 14 16 18 2Bubuk slag nikel (%)

Kua

t tar

ik le

ntur

, R (M

Pa

0

)Nonintrusif Intrusif


3.0

3.5

4.0

4.5

5.0

5.5

0 2 4 6 8 10 12 14 16 18 20Bubuk slag nikel (%)

Kua

t tar

ik le

ntur

, R (M

Pa)

Nonintrusif Intrusif


5.0

5.5

6.0

6.5

7.0

0 2 4 6 8 10 12 14 16 18 20Bubuk slag nikel (%)

Kua

t tar

ik le

ntr,

R (M



Gambar B.57. Perbedaan kuat tarik lentur antara beton nonintrusi dan terintrusi

mikroorganisme

331

0

5

10

15

20

25

30

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007Regangan (mm/mm)

Tega

ngan

(M

Pa)

BNI25-0

BNI25-16


05

101520253035404550

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007Regangan (mm/mm)

Tega

ngan

(M

Pa)

BNI40-0

BNI40-16


0

10

20

30

40

50

60

70

0.000 0.001 0.002 0.003 0.004 0.005 0.006Regangan (mm/mm)

Tega

ngan

(M

Pa)

BNI60-0

BNI60-16


Gambar B.58. Grafik hubungan tegangan-regangan beton nonintrusi

mikroorganisme tanpa dan dengan 16% bubuk slag nikel

332

0

5

10

15

20

25

30

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007Regangan (mm/mm)

Tega

ngan

(M

Pa)

BI25-0

BI25-16


05

1015202530354045

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007Regangan (mm/mm)

Tega

ngan

(M

Pa)

BI40-0

BI40-16


0

10

20

30

40

50

60

70

0.000 0.001 0.002 0.003 0.004 0.005 0.006Regangan (mm/mm)

Tega

ngan

(M

Pa)

BI60-0

BI60-16


Gambar B.59. Grafik hubungan tegangan-regangan beton terintrusi

mikroorganisme tanpa dan dengan 16% bubuk slag nikel

333

0

5

10

15

20

25

30

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008

Regangan (mm/mm)

Tega

ngan

(M

Pa)

DataThorenfeldtModifikasiHognestad

(a). Beton dengan w/c = 0,57 (BNI25-0)

05

1015202530354045

0.000 0.001 0.002 0.003 0.004 0.005 0.006Regangan (mm/mm)

Tega

ngan

(M

Pa)


(b). Beton dengan w/c = 0,40 (BNI40-0)

0

10

20

30

40

50

60

70

0.000 0.001 0.002 0.003 0.004 0.005

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(c). Beton dengan w/c = 0,30 (BNI60-0)

Gambar B.60. Model konstitutif hubungan tegangan-regangan beton

nonintrusi mikroorganisme tanpa bubuk slag nikel

334

0

5

10

15

20

25

30

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(a). Beton dengan w/c = 0,57 (BNI25-16)

05

101520253035404550

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(b). Beton dengan w/c = 0,40 (BNI40-16)

0

10

20

30

40

50

60

70

0.000 0.001 0.002 0.003 0.004 0.005

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(c). Beton dengan w/c = 0,30 (BNI60-16)


nonintrusi mikroorganisme dengan 16% bubuk slag nikel

335

0

5

10

15

20

25

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(a). Beton dengan w/c = 0,57 (BI25-0)

05

1015202530

3540

0.000 0.001 0.002 0.003 0.004 0.005 0.006

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(b). Beton dengan w/c = 0,40 (BI40-0)

0

10

20

30

40

50

60

70

0.000 0.001 0.002 0.003 0.004 0.005

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(c). Beton dengan w/c = 0,30 (BI60-0)


terintrusi mikroorganisme tanpa bubuk slag nikel

336

0

5

10

15

20

25

30

0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(a). Beton dengan w/c = 0,57 (BI25-0)

05

101520253035404550

0.000 0.001 0.002 0.003 0.004 0.005 0.006

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(b). Beton dengan w/c = 0,40 (BI40-0)

0

10

20

30

40

50

60

70

0.000 0.001 0.002 0.003 0.004 0.005

Regangan (mm/mm)

Tega

ngan

(M

Pa)


(c). Beton dengan w/c = 0,30 (BI60-0)


terintrusi mikroorganisme dengan 16% bubuk slag nikel

337

5.0E+03

1.5E+04

2.5E+04

3.5E+04

4.5E+04

0 5 10 15 20Bubuk slag nikel (%)

Mod

ulus

ela

stisit

as, E

c (M

Pa) w/c=0,57 w/c=0,40 w/c=0,30


5.0E+03

1.5E+04

2.5E+04

3.5E+04

4.5E+04

0 5 10 15 20Bubuk slag nikel (%)

Mod

ulus

ela

stisit

as, E

c (M

Pa)

w/c=0,57 w/c=0,40 w/c=0,30


Gambar B.64. Grafik hubungan antara modulus elastisitas beton dengan

prosentase bubuk slag nikel

19.2117.21

11.129.85

4.015.41

0

5

10

15

20

25

w/c=0,66 w/c=0,46 w/c=0,35Rasio air semen (w/c)

Penu

runa

n m

odul

us e

lasti

sitas

(%)

Tanpa bubuk slag nikel 16% bubuk slag nikel

Gambar B.65. Grafik penurunan modulus elastisitas akibat intrusi

mikroorganisme

338

LAMPIRAN C

DATA PENGUJIAN X-RAY DIFFARCTION

339

35

45

55

65

75

14 42 70 98 126 154 182

Umur (hari)

CSH

(%)

BNI25-0 BNI25-10BNI25-16 BNI25-18

(a). D = 0 – 25 mm

30

40

50

60

70

80

14 42 70 98 126 154 182

Umur (hari)

CSH

(%)

BNI25-0 BNI25-10BNI25-16 BNI25-18

(b). D = 25 – 50 mm

30

40

50

60

70

80

14 42 70 98 126 154 182

Umur (hari)

CSH

(%)

BNI25-0 BNI25-10BNI25-16 BNI25-18

(c). D = 50 – 75 mm

Gambar C.1. Grafik hubungan CSH versus umur beton nonintrusi

mikroorganisme untuk w/c = 0,57

340

30

40

50

60

70

80

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363

Tabel C.1.a. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton nonintrusi mikroorganisme tanpa bubuk slag nikel (BNI25-0) pada kedalaman 0–25 mm

Kuat

tekan CH CSH Calc CMA E SiO2 Q A T R H(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

1 14 18.30 26.0 44.2 6.3 7.4 12.5 0.0 0.0 0.0 3.6 0.0 0.02 28 22.08 28.2 48.8 5.1 7.2 8.5 0.0 0.0 0.0 2.2 0.0 0.03 56 27.77 29.1 52.1 4.2 5.2 7.4 0.0 0.0 0.0 1.9 0.0 0.04 90 28.49 30.1 55.0 3.6 3.8 5.9 0.0 0.0 0.0 1.6 0.0 0.05 120 28.83 31.0 56.6 3.3 2.9 4.8 0.0 0.0 0.0 1.4 0.0 0.06 180 29.98 31.4 57.9 2.8 2.5 4.2 0.0 0.0 0.0 1.2 0.0 0.0

UmurNoIdentifikasi X-Ray Diffraction

Tabel C.1.b. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton nonintrusi mikroorganisme tanpa bubuk slag nikel (BNI25-0) pada kedalaman 25–50 mm

Kuattekan CH CSH Calc CMA E SiO2 Q A T R H

(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 18.30 26.2 44.7 6.0 7.7 11.5 0.0 0.0 0.0 3.8 0.0 0.02 28 22.08 27.8 48.7 5.3 7.2 7.3 0.0 1.4 0.0 2.3 0.0 0.03 56 27.77 28.8 52.8 4.2 5.6 6.9 0.0 0.0 0.0 1.7 0.0 0.04 90 28.49 29.5 55.4 3.1 4.6 6.2 0.0 0.0 0.0 1.2 0.0 0.05 120 28.83 30.7 56.9 2.6 3.7 4.9 0.0 0.0 0.0 1.2 0.0 0.06 180 29.98 31.1 57.7 2.3 3.3 4.5 0.0 0.0 0.0 1.1 0.0 0.0

No UmurIdentifikasi X-Ray Diffraction

Tabel C.1.c. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton nonintrusi mikroorganisme tanpa bubuk slag nikel (BNI25-0) pada kedalaman 50–75 mm


(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 18.30 27.0 45.1 5.2 8.1 10.1 0.0 0.0 0.0 2.5 0.0 0.02 28 22.08 27.7 49.1 4.6 6.5 8.7 0.0 1.2 0.0 2.2 0.0 0.03 56 27.77 29.1 53.0 3.9 5.4 7.0 0.0 0.0 0.0 1.5 0.0 0.04 90 28.49 29.2 56.0 3.0 4.2 6.4 0.0 0.0 0.0 1.2 0.0 0.05 120 28.83 30.4 56.7 2.4 3.3 6.0 0.0 0.0 0.0 1.2 0.0 0.06 180 29.98 31.3 57.2 2.1 2.7 5.5 0.0 0.0 0.0 1.1 0.0 0.0


Tabel C.2.a. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton nonintrusi mikroorganisme dengan 16% bubuk slag nikel (BNI25-16) pada kedalaman 0–25 mm

Kuat

tekan CH CSH Calc CMA E SiO2 Q A T R H(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

1 14 14.27 14.9 58.6 5.8 5.8 9.7 0.0 2.1 1.7 0.0 1.4 0.02 28 19.49 15.9 60.6 4.5 5.5 8.0 0.0 2.6 1.5 0.0 0.0 1.53 56 28.75 16.3 64.4 3.2 4.8 6.8 0.0 3.1 0.0 0.0 0.0 1.44 90 30.11 16.9 67.2 2.7 3.4 5.7 0.0 2.9 0.0 0.0 0.0 1.25 120 30.79 17.5 68.9 2.3 3.2 4.9 0.0 2.3 0.0 0.0 0.0 0.96 180 32.06 17.8 69.8 2.2 2.6 4.5 0.0 2.1 0.0 0.0 0.0 1.0


364

Tabel C.2.b. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton nonintrusi mikroorganisme dengan 16% bubuk slag nikel (BNI25-16) pada kedalaman 25–50 mm


(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 14.27 15.0 59.1 5.6 5.1 8.8 0.0 2.6 0.0 1.9 0.0 1.92 28 19.49 16.1 61.5 5.0 4.8 8.3 0.0 2.5 0.0 1.8 0.0 0.03 56 28.75 16.6 64.2 3.5 4.5 6.0 0.0 2.6 0.0 1.4 0.0 1.24 90 30.11 17.2 66.8 2.6 3.7 5.8 0.0 2.6 0.0 1.3 0.0 0.05 120 30.79 17.7 68.3 1.9 3.2 4.2 0.0 2.2 0.0 0.8 0.0 0.06 180 32.06 17.9 70.0 1.8 3.2 4.1 0.0 2.1 0.0 0.8 0.0 0.0


Tabel C.2.c. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton nonintrusi mikroorganisme dengan 16% bubuk slag nikel (BNI25-16) pada kedalaman 50–75 mm


(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 14.27 15.6 59.2 4.8 7.5 9.0 0.0 3.8 0.0 0.0 0.0 0.02 28 19.49 16.9 61.6 4.3 6.8 8.3 0.0 0.0 0.0 2.1 0.0 0.03 56 28.75 17.2 63.6 2.6 5.7 6.9 0.0 2.0 0.0 1.8 0.0 0.04 90 30.11 17.9 67.7 2.4 3.9 5.2 0.0 1.3 0.0 1.7 0.0 0.05 120 30.79 18.2 68.5 1.8 3.7 5.2 0.0 1.2 0.0 1.5 0.0 0.06 180 32.06 17.2 70.1 1.8 3.5 4.9 0.0 1.0 0.0 1.4 0.0 0.0


Tabel C.3.a. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton terintrusi mikroorganisme tanpa bubuk slag nikel (BI25-0) pada kedalaman 0–25 mm

Lama Total Kuat

intrusi koloni tekan CH CSH Calc CMA E SiO2 Q A T R H(hari) (cfu/gr) Cairan Beton (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

1 0 0.0E+00 22.08 26.0 44.2 6.3 7.4 12.5 0.0 0.0 0.0 3.6 0.0 0.02 14 7.0E+01 3.7 12.4 22.34 21.8 44.9 6.8 9.5 12.5 0.0 0.0 0.0 0.0 4.5 0.03 42 2.6E+02 3.6 12.3 21.57 18.4 46.1 6.8 10.1 12.8 0.0 0.9 0.0 0.0 4.8 0.04 76 9.8E+02 3.8 12.1 21.40 15.9 47.7 7.0 10.2 12.9 0.0 1.1 0.0 0.0 5.2 0.05 106 2.1E+03 3.7 11.9 21.23 13.7 49.6 7.4 10.6 13.1 0.0 0.0 0.0 0.0 5.6 0.06 136 4.7E+03 3.5 11.6 21.10 11.7 50.5 7.5 10.6 13.2 0.0 0.9 0.0 0.0 5.7 0.07 166 3.1E+04 3.6 11.3 20.85 10.3 51.2 7.8 11.1 13.6 0.0 0.0 0.0 0.0 5.9 0.0

Identifikasi X-Ray DiffractionNo pH

Tabel C.3.b. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton terintrusi mikroorganisme tanpa bubuk slag nikel (BI25-0) pada kedalaman 25–50 mm

Lama Total Kuatintrusi koloni tekan CH CSH Calc CMA E SiO2 Q A T R H(hari) (cfu/gr) Cairan Beton (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

1 0 0.0E+00 22.08 26.2 44.7 6.0 7.7 11.5 0.0 0.0 0.0 3.8 0.0 0.02 14 3.0E+01 3.7 12.6 22.34 23.0 46.6 6.1 8.0 12.0 0.0 0.0 0.0 0.0 4.3 0.03 42 8.0E+01 3.6 12.5 21.57 20.0 48.8 6.2 8.4 12.2 0.0 0.0 0.0 0.0 4.4 0.04 76 1.5E+02 3.8 12.4 21.40 17.2 50.0 6.3 8.5 12.3 0.0 1.3 0.0 0.0 4.5 0.05 106 3.7E+02 3.7 12.2 21.23 15.3 52.0 6.4 8.7 12.7 0.0 0.0 0.0 0.0 4.9 0.06 136 8.1E+02 3.5 12.0 21.10 13.2 53.4 6.5 8.9 12.9 0.0 0.0 0.0 0.0 5.1 0.07 166 1.6E+03 3.6 11.8 20.85 11.3 54.6 6.7 9.0 13.1 0.0 0.0 0.0 0.0 5.3 0.0

No pHIdentifikasi X-Ray Diffraction

365

Tabel C.3.c. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton terintrusi mikroorganisme tanpa bubuk slag nikel (BI25-0) pada kedalaman 50–75 mm


1 0 0.0E+00 22.08 27.0 45.1 5.2 8.1 10.1 0.0 0.0 0.0 2.5 0.0 0.02 14 0.0E+00 3.7 12.8 22.34 25.3 47.1 5.4 8.3 10.2 0.0 0.0 0.0 0.0 3.7 0.03 42 0.0E+00 3.6 12.8 21.57 21.4 50.2 5.5 8.5 10.5 0.0 0.0 0.0 0.0 3.8 0.04 76 0.0E+00 3.8 12.7 21.40 17.7 51.6 5.6 8.6 10.7 0.0 1.8 0.0 0.0 4.0 0.05 106 3.2E+01 3.7 12.6 21.23 16.7 53.7 5.7 8.8 10.9 0.0 0.0 0.0 0.0 4.1 0.06 136 6.0E+01 3.5 12.3 21.10 14.5 55.2 5.9 9.0 11.1 0.0 0.0 0.0 0.0 4.3 0.07 166 1.7E+02 3.6 12.0 20.85 12.6 55.4 6.2 9.5 11.7 0.0 0.0 0.0 0.0 4.5 0.0


Tabel C.4.a. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton terintrusi mikroorganisme dengan 16% bubuk slag nikel (BI25-16) pada kedalaman 0–25 mm

Lama Total Kuat

intrusi koloni tekan CH CSH Calc CMA E SiO2 Q A T R H(hari) (cfu/gr) Cairan Beton (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

1 0 0.0E+00 19.49 14.9 58.6 5.8 5.8 9.7 0.0 2.1 1.7 0.0 1.4 0.02 14 0.0E+00 4.0 13.1 24.93 13.4 59.8 5.9 6.0 9.4 1.1 1.1 0.0 0.0 2.1 1.13 42 3.0E+01 4.0 13.1 25.52 10.7 61.8 5.9 5.9 9.2 1.0 1.2 1.1 0.0 2.2 1.04 76 1.4E+02 3.9 13.1 25.94 9.7 64.1 6.4 6.5 9.4 0.0 0.0 0.0 0.0 2.4 1.45 106 3.6E+02 3.9 12.8 26.28 7.9 66.5 6.1 6.1 8.1 0.9 0.9 0.0 0.0 2.5 1.16 136 3.3E+02 3.9 12.7 26.54 6.2 67.9 6.4 6.3 7.8 0.9 0.8 0.0 0.0 2.6 1.07 166 1.7E+03 3.8 12.5 26.75 5.5 68.5 6.3 6.4 7.8 0.9 0.9 0.0 0.0 2.7 1.0

pHIdentifikasi X-Ray Diffraction

No

Tabel C.4.b. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton terintrusi mikroorganisme dengan 16% bubuk slag nikel (BI25-16) pada kedalaman 25–50 mm


1 0 0.0E+00 19.49 15.0 59.1 5.6 5.1 8.8 0.0 2.6 0.0 1.9 0.0 1.92 14 0.0E+00 4.0 13.2 24.93 14.6 61.0 5.7 5.9 8.8 0.0 2.0 0.0 0.0 2.0 0.03 42 0.0E+00 4.0 13.2 25.52 12.6 63.0 5.8 5.9 8.6 0.0 1.8 0.0 0.0 2.3 0.04 76 0.0E+00 3.9 13.2 25.94 10.0 65.2 6.1 6.3 8.2 0.0 0.0 0.8 0.0 2.4 0.95 106 2.0E+01 3.9 13.0 26.28 7.8 67.3 6.1 6.1 7.5 1.3 1.5 0.0 0.0 2.4 0.06 136 6.0E+01 3.9 13.0 26.54 6.9 68.4 6.1 6.2 7.3 1.2 1.4 0.0 0.0 2.5 0.07 166 2.6E+02 3.8 12.8 26.75 6.2 69.1 6.2 6.3 7.2 1.1 1.2 0.0 0.0 2.6 0.0


Tabel C.4.c. Hasil identifikasi dan analisis senyawa kimia X-Ray Diffraction untuk beton terintrusi mikroorganisme dengan 16% bubuk slag nikel (BI25-16) pada kedalaman 50–75 mm


1 0 0.0E+00 19.49 15.6 59.2 4.8 7.5 9.0 0.0 3.8 0.0 0.0 0.0 0.02 14 0.0E+00 4.0 13.2 24.93 14.5 61.3 4.8 6.6 8.5 1.5 1.0 0.0 0.0 1.8 0.03 42 0.0E+00 4.0 13.2 25.52 13.3 63.1 5.4 7.2 8.9 0.0 0.0 0.0 0.0 2.2 0.04 76 0.0E+00 3.9 13.2 25.94 9.6 66.4 5.5 7.1 8.3 0.0 0.0 0.0 0.0 2.2 0.85 106 0.0E+00 3.9 13.1 26.28 8.5 67.6 5.6 7.3 7.8 0.0 1.0 0.0 0.0 2.3 0.06 136 0.0E+00 3.9 13.0 26.54 7.2 68.1 5.7 7.6 7.4 0.8 0.9 0.0 0.0 2.4 0.07 166 0.0E+00 3.8 12.8 26.75 6.2 69.5 5.6 7.5 6.6 0.8 0.7 0.8 0.0 2.4 0.0


366



(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 28.41 24.5 45.7 6.0 6.9 11.6 0.0 5.2 0.0 0.0 0.0 0.02 28 33.59 27.7 49.3 4.6 5.1 9.9 0.0 3.5 0.0 0.0 0.0 0.03 56 41.23 28.8 52.4 3.7 4.5 8.3 0.0 2.4 0.0 0.0 0.0 0.04 90 43.01 29.2 55.5 2.8 3.7 6.8 0.0 1.9 0.0 0.0 0.0 0.05 120 43.14 29.8 56.8 2.5 3.3 6.3 0.0 1.4 0.0 0.0 0.0 0.06 180 44.54 30.2 58.3 2.2 3.1 5.0 0.0 1.2 0.0 0.0 0.0 0.0

UmurIdentifikasi X-Ray Diffraction

No



(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 28.41 25.2 46.9 5.5 6.6 10.7 0.0 5.1 0.0 0.0 0.0 0.02 28 33.59 28.2 49.4 4.0 6.1 10.3 0.0 1.9 0.0 0.0 0.0 0.03 56 41.23 28.6 52.7 3.1 4.7 9.2 0.0 1.6 0.0 0.0 0.0 0.04 90 43.01 29.0 56.2 2.3 3.8 6.6 0.0 1.0 0.0 0.0 1.1 0.05 120 43.14 29.5 57.0 2.0 3.5 5.9 0.0 0.9 0.0 0.0 1.1 0.06 180 44.54 29.7 57.8 1.9 3.3 5.4 0.0 0.8 0.0 0.0 1.1 0.0


No



(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 28.41 25.9 46.7 5.2 8.6 11.8 0.0 1.8 0.0 0.0 0.0 0.02 28 33.59 28.0 50.1 3.8 5.8 10.1 0.0 1.1 0.0 0.0 1.1 0.03 56 41.23 29.1 53.3 2.9 5.6 9.1 0.0 0.0 0.0 0.0 0.0 0.04 90 43.01 29.2 56.7 2.0 3.8 6.8 0.0 0.7 0.0 0.0 0.7 0.05 120 43.14 29.7 57.6 1.9 3.7 5.8 0.0 0.7 0.0 0.0 0.7 0.06 180 44.54 30.0 58.0 1.8 3.5 5.2 0.0 0.7 0.0 0.0 0.7 0.0




(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 23.82 15.3 59.4 5.2 8.5 9.9 0.0 0.0 1.9 0.0 0.0 0.02 28 32.78 15.7 61.3 4.1 7.4 8.4 1.7 1.3 0.0 0.0 0.0 0.03 56 42.17 16.4 66.1 3.2 5.7 7.1 1.6 0.0 0.0 0.0 0.0 0.04 90 44.37 17.0 67.9 2.9 3.9 7.0 1.4 0.0 0.0 0.0 0.0 0.05 120 45.39 17.9 70.3 2.4 3.2 5.0 1.2 0.0 0.0 0.0 0.0 0.06 180 47.18 18.4 71.0 2.2 2.9 4.4 1.1 0.0 0.0 0.0 0.0 0.0


367



(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 23.82 15.9 59.8 4.7 7.7 10.0 0.0 0.0 1.9 0.0 0.0 0.02 28 32.78 16.4 61.8 3.8 7.3 9.3 1.5 0.0 0.0 0.0 0.0 0.03 56 42.17 16.7 65.5 3.0 6.3 8.4 0.0 0.0 0.0 0.0 0.0 0.04 90 44.37 17.1 67.3 2.9 4.3 7.3 1.2 0.0 0.0 0.0 0.0 0.05 120 45.39 17.5 69.2 2.3 3.5 6.4 1.0 0.0 0.0 0.0 0.0 0.06 180 47.18 18.0 70.7 2.2 3.2 5.9 0.0 0.0 0.0 0.0 0.0 0.0


No



(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 23.82 16.4 60.3 4.2 8.0 11.0 0.0 0.0 0.0 0.0 0.0 0.02 28 32.78 16.9 62.2 3.5 6.8 9.0 1.6 0.0 0.0 0.0 0.0 0.03 56 42.17 17.3 65.5 2.9 5.8 8.5 0.0 0.0 0.0 0.0 0.0 0.04 90 44.37 17.8 66.1 2.6 5.0 7.4 1.0 0.0 0.0 0.0 0.0 0.05 120 45.39 18.0 68.2 2.0 4.3 6.4 1.0 0.0 0.0 0.0 0.0 0.06 180 47.18 18.8 70.1 2.0 3.3 5.9 0.0 0.0 0.0 0.0 0.0 0.0



Lama Total Kuatintrusi koloni tekan CH CSH Calc CMA E SiO2 Q A T R H(hari) (cfu) Cairan Beton (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

1 0 0.0E+00 33.59 24.5 45.7 6.0 6.9 11.6 0.0 5.2 0.0 0.0 0.0 0.02 14 5.2E+01 3.8 12.63 34.69 20.8 47.6 6.3 7.9 11.7 0.0 1.9 0.0 0.0 3.8 0.03 42 1.1E+02 3.8 12.52 34.48 16.9 50.6 6.5 8.0 11.9 0.0 2.2 0.0 0.0 3.9 0.04 76 4.0E+02 3.7 12.34 34.23 15.7 53.7 6.6 8.1 12.0 0.0 0.0 0.0 0.0 3.9 0.05 106 9.0E+02 3.7 12.08 34.06 12.6 54.2 6.7 8.3 12.1 0.0 2.1 0.0 0.0 3.9 0.06 136 4.5E+03 3.6 11.85 33.84 10.3 55.5 6.8 8.4 12.2 0.0 2.0 0.8 0.0 4.0 0.07 166 1.0E+04 3.5 11.68 33.67 9.4 56.2 6.9 8.5 12.3 0.0 1.1 0.8 0.0 4.1 0.6




1 0 0.0E+00 33.59 25.2 46.9 5.5 6.6 10.7 0.0 5.1 0.0 0.0 0.0 0.02 14 1.8E+01 3.8 12.7 34.69 22.3 48.4 5.7 6.7 10.8 0.0 2.7 0.0 0.0 3.4 0.03 42 2.5E+01 3.8 12.6 34.48 19.1 51.0 6.0 7.0 11.2 0.0 2.3 0.0 0.0 3.5 0.04 76 7.0E+01 3.7 12.5 34.23 17.5 54.4 6.1 7.2 11.3 0.0 0.0 0.0 0.0 3.6 0.05 106 1.6E+02 3.7 12.4 34.06 14.4 54.9 6.2 7.4 11.5 0.0 1.9 0.0 0.0 3.7 0.06 136 4.5E+02 3.6 12.2 33.84 12.4 56.1 6.4 7.7 11.8 0.0 1.9 0.0 0.0 3.8 0.07 166 1.0E+03 3.5 12.1 33.67 10.3 56.9 6.5 7.7 11.9 0.0 1.7 0.0 0.0 3.9 1.2


368



1 0 0.0E+00 33.59 25.9 46.7 5.2 8.6 11.8 0.0 1.8 0.0 0.0 0.0 0.02 14 0.0E+00 3.8 12.81 34.69 21.0 48.8 5.3 8.7 12.0 0.0 1.4 0.0 0.0 2.9 0.03 42 0.0E+00 3.8 12.75 34.48 17.5 51.8 5.4 8.8 12.2 0.0 1.2 0.0 0.0 3.0 0.04 76 0.0E+00 3.7 12.65 34.23 15.3 54.9 5.5 8.9 12.3 0.0 0.0 0.0 0.0 3.2 0.05 106 1.8E+01 3.7 12.54 34.06 13.1 55.6 5.6 9.1 12.4 0.0 0.9 0.0 0.0 3.3 0.06 136 3.5E+01 3.6 12.36 33.84 12.1 56.2 5.7 9.2 12.5 0.0 1.0 0.0 0.0 3.3 0.07 166 8.3E+01 3.5 12.17 33.67 10.0 57.3 5.8 9.3 12.6 0.0 0.9 0.0 0.0 3.4 0.8




1 0 0.0E+00 32.78 15.3 59.4 5.2 8.5 9.9 0.0 0.0 1.9 0.0 0.0 0.02 14 0.0E+00 4.6 13.3 37.37 13.1 60.8 5.3 8.6 9.7 0.0 0.0 0.0 0.0 2.4 0.03 42 0.0E+00 4.4 13.2 38.64 8.1 65.0 5.4 8.7 9.6 0.0 0.7 0.0 0.0 2.5 0.04 76 0.0E+00 4.4 13.1 39.24 5.7 67.0 5.4 8.7 8.9 0.0 0.8 0.5 0.5 2.6 0.05 106 1.7E+02 4.2 12.9 39.79 4.5 69.3 5.5 8.7 8.4 0.0 0.6 0.5 0.0 2.7 0.06 136 2.5E+02 4.0 12.8 40.47 4.4 69.7 5.6 8.7 8.0 0.0 0.6 0.4 0.0 2.7 0.07 166 1.8E+03 3.9 12.6 40.72 3.9 70.0 5.7 8.8 7.5 0.0 0.5 0.3 0.5 2.8 0.0




1 0 0.0E+00 32.78 15.9 59.8 4.7 7.7 10.0 0.0 0.0 1.9 0.0 0.0 0.02 14 0.0E+00 4.6 13.4 37.37 13.9 61.0 4.9 7.8 9.9 0.0 0.0 0.0 0.0 2.6 0.03 42 0.0E+00 4.4 13.3 38.64 10.3 64.4 5.0 7.9 9.7 0.0 0.0 0.0 0.0 2.7 0.04 76 0.0E+00 4.4 13.3 39.24 6.4 66.4 5.1 8.0 9.2 0.0 0.7 0.7 0.7 2.8 0.05 106 0.0E+00 4.2 13.1 39.79 5.8 68.5 5.3 8.3 9.1 0.0 0.0 0.0 0.0 3.0 0.06 136 0.0E+00 4.0 13.0 40.47 5.3 68.8 5.4 8.3 9.0 0.0 0.0 0.0 0.0 3.1 0.07 166 1.4E+02 3.9 12.9 40.72 3.9 69.6 5.5 8.4 8.7 0.0 0.0 0.0 0.7 3.1 0.0




1 0 0.0E+00 32.78 16.4 60.3 4.2 8.0 11.0 0.0 0.0 0.0 0.0 0.0 0.02 14 0.0E+00 4.6 13.6 37.37 12.2 61.8 4.3 8.3 10.8 0.0 0.0 0.0 0.0 2.5 0.03 42 0.0E+00 4.4 13.5 38.64 8.7 64.4 4.4 8.4 10.4 0.0 0.4 0.0 0.7 2.6 0.04 76 0.0E+00 4.4 13.4 39.24 7.0 65.1 4.5 8.5 10.1 0.0 0.6 0.8 0.7 2.7 0.05 106 0.0E+00 4.2 13.3 39.79 6.2 67.5 4.5 8.5 9.7 0.0 0.0 0.0 0.8 2.7 0.06 136 0.0E+00 4.0 13.1 40.47 5.6 68.3 4.6 8.6 9.5 0.0 0.0 0.0 0.6 2.7 0.07 166 0.0E+00 3.9 13.0 40.72 5.0 69.6 4.6 8.7 9.3 0.0 0.0 0.0 0.0 2.7 0.0


369



(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 49.89 24.1 46.8 6.1 8.3 12.4 0.0 2.3 0.0 0.0 0.0 0.02 28 56.09 26.2 50.1 5.4 7.3 11.0 0.0 0.0 0.0 0.0 0.0 0.03 56 61.32 26.9 52.3 4.6 6.5 8.9 0.0 0.7 0.0 0.0 0.0 0.04 90 63.10 27.5 55.4 4.2 5.5 7.4 0.0 0.0 0.0 0.0 0.0 0.05 120 63.65 28.2 57.1 3.7 4.2 6.3 0.0 0.6 0.0 0.0 0.0 0.06 180 65.22 28.9 58.0 3.4 3.6 5.4 0.0 0.6 0.0 0.0 0.0 0.0




(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 49.89 25.0 47.1 5.9 9.0 13.0 0.0 0.0 0.0 0.0 0.0 0.02 28 56.09 26.7 49.5 4.7 7.6 11.5 0.0 0.0 0.0 0.0 0.0 0.03 56 61.32 27.1 52.8 4.3 6.6 9.3 0.0 0.0 0.0 0.0 0.0 0.04 90 63.10 28.0 55.2 3.7 5.7 7.5 0.0 0.0 0.0 0.0 0.0 0.05 120 63.65 28.1 57.6 3.2 4.5 6.5 0.0 0.0 0.0 0.0 0.0 0.06 180 65.22 28.4 58.3 3.0 4.4 5.8 0.0 0.0 0.0 0.0 0.0 0.0




(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 49.89 25.7 47.8 5.1 8.6 11.0 0.0 1.8 0.0 0.0 0.0 0.02 28 56.09 26.7 50.1 4.4 8.2 10.6 0.0 0.0 0.0 0.0 0.0 0.03 56 61.32 27.1 52.2 3.9 7.1 9.7 0.0 0.0 0.0 0.0 0.0 0.04 90 63.10 27.5 54.4 3.3 5.8 8.9 0.0 0.0 0.0 0.0 0.0 0.05 120 63.65 28.0 56.8 2.7 5.0 7.6 0.0 0.0 0.0 0.0 0.0 0.06 180 65.22 28.2 57.9 2.4 4.7 6.8 0.0 0.0 0.0 0.0 0.0 0.0




(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 45.39 15.9 59.8 5.0 6.9 10.1 1.1 0.0 1.3 0.0 0.0 0.02 28 56.09 16.4 61.8 4.4 6.0 9.4 0.0 0.8 0.0 0.0 1.3 0.03 56 62.21 16.9 66.3 3.5 4.3 7.2 0.0 0.8 1.1 0.0 0.0 0.04 90 65.01 17.2 67.2 3.2 4.0 6.6 0.0 0.7 0.0 0.0 1.1 0.05 120 65.39 17.5 69.3 2.9 3.4 5.7 0.0 0.5 0.7 0.0 0.0 0.06 180 66.71 17.6 70.5 2.5 3.0 5.3 0.0 0.5 0.6 0.0 0.0 0.0


370



(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 45.39 16.5 60.6 4.4 7.1 10.3 0.0 0.0 1.1 0.0 0.0 0.02 28 56.09 16.9 62.4 3.9 6.1 8.9 0.0 0.9 0.9 0.0 0.0 0.03 56 62.21 17.5 66.0 3.0 4.3 7.5 0.0 0.8 0.8 0.0 0.0 0.04 90 65.01 17.6 67.7 2.8 3.7 6.6 0.0 0.8 0.8 0.0 0.0 0.05 120 65.39 17.8 69.0 2.6 3.1 6.0 0.0 0.7 0.8 0.0 0.0 0.06 180 66.71 18.2 70.0 2.2 3.0 5.8 0.0 0.0 0.8 0.0 0.0 0.0




(hari (MPa) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)1 14 45.39 16.4 60.0 4.3 8.1 10.2 0.0 0.0 0.9 0.0 0.0 0.02 28 56.09 16.6 61.6 3.6 7.2 9.1 0.0 1.0 0.9 0.0 0.0 0.03 56 62.21 17.0 65.3 2.7 6.1 7.5 0.0 0.7 0.8 0.0 0.0 0.04 90 65.01 17.1 66.9 2.5 5.3 6.8 0.0 0.6 0.7 0.0 0.0 0.05 120 65.39 17.6 68.4 2.4 4.7 6.1 0.0 0.0 0.7 0.0 0.0 0.06 180 66.71 17.6 69.4 2.2 4.1 5.9 0.0 0.0 0.8 0.0 0.0 0.0




1 0 0.0E+00 53.76 24.1 46.8 6.1 8.3 12.4 0.0 2.3 0.0 0.0 0.0 0.02 14 2.5E+01 3.9 12.84 53.42 20.6 48.5 6.3 8.4 12.5 0.0 0.9 0.0 0.0 2.9 0.03 42 3.4E+01 3.7 12.79 53.21 17.3 50.6 6.4 8.5 12.6 0.0 0.7 0.0 0.9 3.0 0.04 76 2.5E+02 3.7 12.66 53.04 14.8 54.0 6.6 8.7 12.8 0.0 0.0 0.0 0.0 3.1 0.05 106 5.1E+02 3.8 12.55 52.91 11.9 55.7 6.7 8.8 12.9 0.0 0.7 0.0 0.0 3.2 0.06 136 2.0E+03 3.7 12.34 52.78 10.6 56.5 6.8 8.9 12.9 0.0 1.2 0.0 0.0 3.2 0.07 166 7.2E+03 3.4 12.14 52.61 9.1 57.3 6.9 9.1 13.1 0.0 1.3 0.0 0.0 3.3 0.0




1 0 0.0E+00 53.76 25.0 47.1 5.9 9.0 13.0 0.0 0.0 0.0 0.0 0.0 0.02 14 1.2E+01 3.9 13.0 53.42 20.3 48.0 6.0 9.1 13.0 0.0 0.7 0.0 0.0 2.8 0.03 42 1.1E+01 3.7 12.9 53.21 16.8 51.0 6.1 9.2 13.1 0.0 0.8 0.0 0.0 2.9 0.04 76 3.3E+01 3.7 12.9 53.04 14.5 53.8 6.2 9.3 13.2 0.0 0.0 0.0 0.0 3.0 0.05 106 7.8E+01 3.8 12.7 52.91 11.2 56.2 6.3 9.4 13.3 0.0 0.5 0.0 0.0 3.1 0.06 136 2.2E+02 3.7 12.6 52.78 9.8 56.7 6.4 9.5 13.3 0.0 1.1 0.0 0.0 3.2 0.07 166 6.0E+02 3.4 12.5 52.61 8.9 57.6 6.5 9.6 13.4 0.0 0.8 0.0 0.0 3.2 0.0


371



1 0 0.0E+00 53.76 25.7 47.8 5.1 8.6 11.0 0.0 1.8 0.0 0.0 0.0 0.02 14 0.0E+00 3.9 13.0 53.42 22.6 48.7 5.2 8.7 11.1 0.0 1.1 0.0 0.0 2.6 0.03 42 0.0E+00 3.7 12.9 53.21 20.0 50.6 5.4 8.8 11.2 0.0 1.3 0.0 0.0 2.7 0.04 76 0.0E+00 3.7 12.9 53.04 18.5 52.9 5.6 9.0 11.3 0.0 0.0 0.0 0.0 2.8 0.05 106 1.2E+01 3.8 12.8 52.91 14.6 55.1 5.8 9.2 11.4 0.0 0.9 0.0 0.0 2.9 0.06 136 2.1E+01 3.7 12.7 52.78 13.3 56.1 5.9 9.3 11.5 0.0 0.9 0.0 0.0 3.0 0.07 166 3.7E+01 3.4 12.5 52.61 11.9 57.1 6.1 9.5 11.6 0.0 0.8 0.0 0.0 3.0 0.0




1 0 0.0E+00 56.09 15.9 59.8 5.0 6.9 10.1 1.1 0.0 1.3 0.0 0.0 0.02 14 0.0E+00 4.3 13.3 58.51 11.9 61.2 5.1 6.9 9.6 0.0 1.5 0.0 0.0 2.6 1.13 42 0.0E+00 4.0 13.1 61.27 8.2 65.2 5.2 7.0 9.3 0.0 1.1 0.0 0.0 2.7 1.34 76 0.0E+00 4.0 13.0 61.61 7.2 66.6 5.3 7.2 9.1 0.0 1.8 0.0 0.0 2.8 0.05 106 9.2E+01 3.8 12.9 61.95 5.7 68.5 5.4 7.3 8.8 0.0 1.4 0.0 0.0 2.9 0.06 136 2.9E+02 3.8 12.8 62.21 4.6 68.9 5.5 7.4 8.5 0.0 1.2 0.0 0.0 3.0 1.07 166 1.6E+03 3.6 12.7 62.34 4.3 70.0 5.6 7.5 8.4 0.0 1.3 0.0 0.0 3.0 0.0




1 0 0.0E+00 56.09 16.5 60.6 4.4 7.1 10.3 0.0 0.0 1.1 0.0 0.0 0.02 14 0.0E+00 4.3 13.5 58.51 12.4 61.4 4.5 7.2 10.2 0.0 1.7 0.0 0.0 2.5 0.03 42 0.0E+00 4.0 13.4 61.27 8.9 64.8 4.6 7.3 10.1 0.0 1.7 0.0 0.0 2.6 0.04 76 0.0E+00 4.0 13.3 61.61 7.5 66.7 4.7 7.4 9.7 0.0 1.3 0.0 0.0 2.7 0.05 106 0.0E+00 3.8 13.2 61.95 5.7 68.1 4.8 7.5 9.4 0.0 1.7 0.0 0.0 2.8 0.06 136 0.0E+00 3.8 13.1 62.21 5.0 68.9 4.9 7.6 9.1 0.0 1.5 0.0 0.0 2.9 0.07 166 8.2E+01 3.6 13.0 62.34 4.4 69.4 5.1 7.7 9.0 0.0 1.4 0.0 0.0 3.0 0.0




1 0 0.0E+00 56.09 16.4 60.0 4.3 8.1 10.2 0.0 0.0 0.9 0.0 0.0 0.02 14 0.0E+00 4.3 13.6 58.51 12.1 61.0 4.5 8.2 10.1 0.0 1.5 0.0 0.0 2.6 0.03 42 0.0E+00 4.0 13.5 61.27 9.1 64.2 4.6 8.3 9.8 0.0 1.3 0.0 0.0 2.7 0.04 76 0.0E+00 4.0 13.4 61.61 7.4 66.0 4.7 8.4 9.5 0.0 1.2 0.0 0.0 2.8 0.05 106 0.0E+00 3.8 13.3 61.95 6.2 67.6 4.8 8.6 9.2 0.0 0.8 0.0 0.0 2.9 0.06 136 0.0E+00 3.8 13.2 62.21 5.1 68.1 4.9 8.8 9.0 0.0 1.2 0.0 0.0 3.0 0.07 166 0.0E+00 3.6 13.1 62.34 3.8 69.0 5.0 8.9 8.9 0.0 1.2 0.0 0.0 3.1 0.0


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DAFTAR PUSTAKA - Institut Teknologi · PDF fileDAFTAR PUSTAKA ACI 233R-95 ... L., Khatri, R.P., and Sirivivatnanon, V. ... Standards and Evaluation, 10-12 July, Bandung, Indonesia