teknik sipil
7
1. Stress distribution under point A, B, and C. POINT A (LEFT SECTION) layer z (m) a b α 1 + α 2 α 2 (rad) α 1 (rad) Δσv1 (tm 2 ) 0 0 6 7.5 - - - - 1 0.5 6 7.5 1.5338 1.5042 0.0295 2.400 2 1.5 6 7.5 1.4601 1.3734 0.0867 2.397 3 2.5 6 7.5 1.3877 1.2490 0.1386 2.385 4 3.5 6 7.5 1.3171 1.1342 0.1830 2.362 5 4.5 6 7.5 1.2490 1.0304 0.2187 2.326 6 5.5 6 7.5 1.1839 0.9380 0.2459 2.278 POINT A (!I"#T SECTION) layer z (m) a b α 1 + α 2 α 2 (rad) α 1 (rad) Δσv2 (tm 2 ) 0 0 6 7.5 - - - - 1 0.5 6 7.5 1.5338 1.5042 0.0295 2.400 2 1.5 6 7.5 1.4601 1.3734 0.0867 2.397 3 2.5 6 7.5 1.3877 1.2490 0.1386 2.385 4 3.5 6 7.5 1.3171 1.1342 0.1830 2.362 5 4.5 6 7.5 1.2490 1.0304 0.2187 2.326 6 5.5 6 7.5 1.1839 0.9380 0.2459 2.278 layer z (m) Δσv (tm 2 ) 0 0 - 1 0.5 4.800 2 1.5 4.793 3 2.5 4.770 4 3.5 4.724 5 4.5 4.652 6 5.5 4.557
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Transcript of teknik sipil
1. Stress distribution under point A, B, and C.POINT A (LEFT SECTION)
layerz (m)ab1 + 22 (rad)1 (rad)v1 (t/m2)
0067.5----
10.567.51.53381.50420.02952.400
21.567.51.46011.37340.08672.397
32.567.51.38771.24900.13862.385
43.567.51.31711.13420.18302.362
54.567.51.24901.03040.21872.326
65.567.51.18390.93800.24592.278
POINT A (RIGHT SECTION)
layerz (m)ab1 + 22 (rad)1 (rad)v2 (t/m2)
0067.5----
10.567.51.53381.50420.02952.400
21.567.51.46011.37340.08672.397
32.567.51.38771.24900.13862.385
43.567.51.31711.13420.18302.362
54.567.51.24901.03040.21872.326
65.567.51.18390.93800.24592.278
layerz (m)v (t/m2)
00-
10.54.800
21.54.793
32.54.770
43.54.724
54.54.652
65.54.557
PONT B (LEFT SECTION)
layerz (m)ab1 + 22 (rad)1 (rad)v2 (t/m2)
0060----
10.5601.48770.00001.48772.273
21.5601.32580.00001.32582.026
32.5601.17600.00001.17601.797
43.5601.04270.00001.04271.593
54.5600.92730.00000.92731.417
65.5600.82880.00000.82881.266
POINT B (RIGHT SECTION)
layerz (m)ab1 + 22 (rad)1 (rad)v1 (t/m2)
00615----
10.56151.54701.53750.00952.400
21.56151.49951.47110.02842.399
32.56151.45231.40560.04672.397
43.56151.40561.34160.06412.392
54.56151.35971.27930.08042.384
65.56151.31461.21940.09532.373
layerz (m)v (t/m2)
00-
10.54.673
21.54.425
32.54.194
43.53.986
54.53.801
65.53.639
Vertical Stresses Due to Embankment Loading + Notional Loading Under Point C
layerz (m)ab1 + 22 (rad)1 (rad)v1 (t/m2)
00621----
10.56211.55231.54700.00532.400
21.56211.51531.49950.01582.400
32.56211.47851.45230.02622.399
43.56211.44191.40560.03622.397
54.56211.40561.35970.04592.393
65.56211.36981.31460.05522.388
Vertical Stresses Due to Embankment Notional Loading Under Point C
layerz (m)ab1 + 22 (rad)1 (rad)v2 (t/m2)
0060----
10.5601.48770.00001.48772.273
21.5601.32580.00001.32582.026
32.5601.17600.00001.17601.797
43.5601.04270.00001.04271.593
54.5600.92730.00000.92731.417
65.5600.82880.00000.82881.266
layerz (m)v (t/m2)
00-
10.50.127
21.50.374
32.50.602
43.50.804
54.50.977
65.51.122
2. Settlement under points A, B, and C.HHCcCvCre0Cr / (1+e0)Cc / (1+e0)vuv'Pc'
[m][m][t/m2][t/m2][t/m2][t/m2]
0.00.00.450.081.80.028570.1428600.00.00
0.50.50.450.081.80.028570.142860.80.50.30.36
1.51.00.450.081.80.028570.142862.41.50.91.08
2.51.00.450.081.80.028570.1428642.51.51.8
3.51.00.450.081.80.028570.142865.63.52.12.52
4.51.00.450.081.80.028570.142867.24.52.73.24
5.51.00.450.081.80.028570.142868.85.53.33.96
Settlement Under Point A
Hv'+apakah Sc1D
[m][t/m2][t/m2](v'+
