Kuat Tekan Beton Untuk Boredpiles

8/18/2019 Kuat Tekan Beton Untuk Boredpiles

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Su N

12.8 4

0.23 5 23.4 3

c phi s 0.76 35 29.0 2

20 0.7 42.5 1.6 16.0 36.2 4

84.99 0.477 88 1.5 16.0 31.5 336.96 0.5 25.5 0.9 18.0 15.0 2

43 0.5 39.5 2.8 30.0 10.3 3

62.8 1.83 28.5 2.4 29.0 44.1 3

1.3 9.0 8.6 2

0.9 22.0 24.0 3

1.5 28.0 11.2 3

0.1 1.0 4.9 11

0.1 1.0 21.9 3

0.1 1.0 3.8 5

0.7 19.0 9.5 2

7.3 3

6.0 216.2

0 0 10

60 600

0 0 25

60 200

0 0 3

60 1700

4 16.00

8 16.00

10 241.00


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3/12

SU N SPT

100 0.515 51.5 4 4 51.5 0.515 100100 0.955 95.5 5 5 95.5 0.955 100100 0.415 41.5 9 7 41.5 0.415 100100 0.315 31.5 17 14 31.5 0.315 100

100 0.62 62 5 5 62 0.62 100100 1.275 127.5 6 9 127.5 1.275 100100 0.425 42.5 11 3 37.5 0.375 100

100 100 0.375 37.5 3 6 66 0.66 100100 0.66 66 6 5 70 0.7 100100 0.41 41 15 15 107.5 1.075 100100 0.72 72 29 15 252.5 2.525 100100 0.7 70 5 7 68.5 0.685 100100 1.075 107.5 15 14 113.5 1.135 100100 0.64 64 22 3 93.5 0.935 100100 2.525 252.5 15 16 245.5 2.455 100100 0.685 68.5 7 16 70.5 0.705 100

60 100 1.135 113.5 22 21 266 2.66 100273 100 0.935 93.5 3 4 28 0.28 100

100 2.455 245.5 16 12 42.5 0.425 100100 0.705 70.5 16 18 71.5 0.715 100100 2.66 266 21 33 215.5 2.155 100100 0.28 28 4 6 25 0.25 100100 0.425 42.5 12 14 98.5 0.985 100100 0.715 71.5 18 13 69 0.69 100100 2.155 215.5 33 18 268 2.68 100100 0.25 25 6 3 55.5 0.555 100100 0.275 27.5 10 7 93 0.93 100100 0.985 98.5 14 7 206.5 2.065 100

100 0.69 69 13 15 212 2.12 100100 2.68 268 18 5 73 0.73 100100 0.555 55.5 3 3 19.5 0.195 100100 0.93 93 17 19 105 1.05 100100 2.065 206.5 7 13 200 2 100100 2.12 212 15 28 109 1.09 100100 0.73 73 5100 0.195 19.5 3100 1.05 105 19100 2 200 13100 1.09 109 28


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5/12

Kuat Tekan Karakteristik 400 kgc!2

"#c 320 kgc!2 32Tegangan i$in 80

%e&an ker$a !aksi!u! 280 t'n

(ia!eter 80 c!

Tegangan ker$a 557.0423 t!2

55.70423 kgc!2

"#c per)u 222.8169

Kuat tekan karakteristik 278.5212 K*175

K*200K*225

K*250

K*275

K*300

K*350

K*400


6/12

Kuat Tekan 400 kgc!2

"#c 320 kgc!2Tegangan i 80

%e&an ker 140 t'n

(ia!eter 45 c!

Tegangan 691.358 t!2

69.1358 kgc!2

"#c per)u 276.5432

Kuat tekan 345.679 K*175

K*200K*225

K*250

K*275

K*300

K*350

K*400

2.916

0.972

1.472


7/12




(ia!eter 80 c!


139.2606 kgc!2

"#c per)u 557.0423


K*200K*225

K*250

K*275

K*300

K*350

K*400


8/12



%e&an ker 140 t'n

(ia!eter 45 c!


69.1358 kgc!2

"#c per)u 276.5432


K*200K*225

K*250

K*275

K*300

K*350

K*400

2.916

0.972

1.472


9/12



%e&an ker$a !aksi!u! 471.245 t'n

(ia!eter 100 c!


60.00078 kgc!2

"#c per)u 240.0031 kgc!2

Kuat tekan karakteristik 300.0039 kgc!2 K*175

K*200"#c per)u 24000.31 kPa K*225

Kuat tekan karakteristik 30000.39 kPa K*250

K*275

K*300

K*350

K*400


10/12


"#c 320 kgc!2Tegangan i$in 80


(ia!eter 45 c!


69.1358 kgc!2

"#c per)u 276.5432


K*200K*225

K*250

K*275

K*300

K*350

K*400

2.916

0.972

1.472


11/12




(ia!eter 60 c!


106.1033 kgc!2

"#c per)u 424.4132


K*200K*225

K*250

K*275

K*300

K*350

K*400


12/12



%e&an ker 140 t'n

(ia!eter 45 c!


69.1358 kgc!2

"#c per)u 276.5432


K*200K*225

K*250

K*275

K*300

K*350

K*400

2.916

0.972

1.472

Kuat Tekan Beton Untuk Boredpiles

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