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Data UCS KLP 2

The document describes a test to determine the compressive strength of a cylindrical concrete sample with a height of 10 cm and diameter of 5 cm. As increasing loads are applied from 0.8 kg to 19.8 kg, measurements are taken of the axial and lateral deformation as well as the change in volume. A graph is shown of the increasing stress versus the axial, lateral, and volumetric strain which levels off at higher loads, indicating failure of the concrete sample.

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Roges tomara mahesa
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57 views2 pages

Data UCS KLP 2

The document describes a test to determine the compressive strength of a cylindrical concrete sample with a height of 10 cm and diameter of 5 cm. As increasing loads are applied from 0.8 kg to 19.8 kg, measurements are taken of the axial and lateral deformation as well as the change in volume. A graph is shown of the increasing stress versus the axial, lateral, and volumetric strain which levels off at higher loads, indicating failure of the concrete sample.

Uploaded by

Roges tomara mahesa
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Pengujian Kuat Tekan

Ukuran Percontoh
Tinggi (h) : 10 cm
diameter (d) :5 cm
h/d :
luas (A) : cm 2

Pembacaan dial Gauge Regangan


Tegangan
Beban Kg Aksial Lateral Aksial Lateral Volumetrik
(Mpa)
beban Δl Δd1 Δd2 Δd Ԑa Ԑl Ԑv
0 0 0 0 0 0 0 0 0
0.8 147.332 0.736 10.00 21 -22 -1 1 -0.2 0.6
1.5 294.664 1.473 15 21 -23 -2 1.5 -0.4 0.7
2.6 441.486 2.207 20 26.6 -30 -3.4 2 -0.68 0.64
3.47 589.328 2.946 26 30 -35 -5 2.6 -1 0.6
4.33 736.151 3.68 30 30.6 -36 -5.4 3 -1.08 0.84
5.2 883.993 4.419 40 32.1 -40 -7.9 4 -1.58 0.84
5.78 1030.815 5.153 45 33 -46 -13 4.5 -2.6 -0.7
6.93 1325.48 6.626 50 36 -54 -18 5 -3.6 -2.2
7.8 1529.4 7.645 58 39 -64 -25 5.8 -5 -4.2
8.67
9.24
10.4
11.27 Kurva Tegangan _ Regangan
12.13
9
13
14.4
15.3 8
16.2
17.1
18 7

18.9
19.8
6

Aksial
5
lateral
volumetrik

0
-6 -4 -2 0 2 4 6 8
2

0
-6 -4 -2 0 2 4 6 8

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