Editorial & Advisory Board - Acta Technica Corviniensis
Editorial & Advisory Board - Acta Technica Corviniensis
Editorial & Advisory Board - Acta Technica Corviniensis
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ACTA TECHNICA CORVINIENSIS – Bulletin of Engineering<br />
Table 4. Analytical Result of Slopes<br />
in Morgenstern‐ Price Method<br />
Model No<br />
Factor of Safety<br />
Total volume<br />
(M 3 )<br />
Total Mass<br />
(Kg)<br />
Total Resistance<br />
Moment (KN. M)<br />
Total Activating<br />
Moment(KN. M)<br />
Total Resisting<br />
Force (KN)<br />
Total Activating<br />
Force (KN)<br />
Fig.2.d. XRD Data of Light Brown Soil [7]<br />
3 1.939 234.44 3265.7 45887 23664 1933 999.37<br />
6 1.844 275.44 3171.3 42075 22821 1689.3 916.44<br />
5 1.71 154.64 2059.8 28084 16426 1241.6 728.59<br />
4 1.689 154.64 1965.4 26471 15674 1169.2 694.81<br />
1 1.435 154.64 1826 20899 14562 922 644.85<br />
1050<br />
1000<br />
Model 3<br />
950<br />
Model 6<br />
Fig.2.e. XRD Data of Dark Brown Soil [7]<br />
Total Activating Force KN<br />
900<br />
850<br />
800<br />
750<br />
700<br />
650<br />
Model 1<br />
Model 5<br />
Model 4<br />
Sl.<br />
No<br />
54<br />
Fig.2.f. XRD Data of Dark Green Soil [7]<br />
Table 3 Experiments Results When Soil Is in<br />
Loose 0% Moisture Condition [9]<br />
Model No<br />
Zero %<br />
Moisture<br />
Content<br />
<br />
(KN/m 3 )<br />
Φ<br />
Degree<br />
C<br />
(KN/m 2 )<br />
1 1 0 11.808 38 0<br />
2 2 0 12.54 35 10<br />
3 3 0 13.93 36.5 14<br />
4 4 0 12.71 42 0<br />
5 5 0 13.32 42 0<br />
6 6 0 11.5 37 12<br />
7 7 0 12.11 36 0<br />
8 8 0 13.26 32 0<br />
9 9 0 11.38 35 0<br />
10 10 0 10.29 37 4<br />
11 11 0 10.9 36 0<br />
12 12 0 12.35 33 0<br />
13 13 0 11.5 35 0<br />
14 14 0 12.72 36 0<br />
15 15 0 11.5 35 0<br />
16 16 0 11.93 33 0<br />
17 17 0 12 35 0<br />
18 18 0 12.11 37 0<br />
19 19 0 11.02 35 0<br />
20 20 0 11.51 31 12<br />
21 21 0 12.42 35 0<br />
22 22 0 11.81 35 8<br />
23 23 0 13.32 34.5 0<br />
24 24 0 11.51 33 0<br />
25 25 0 12.72 34 0<br />
26 26 0 14.05 34 0<br />
27 27 0 12.11 32.5 0<br />
28 28 0 12.72 37 0<br />
29 29 0 12.72 34 6<br />
30 30 0 13.02 35.5 0<br />
31 31 0 11.2 37 0<br />
Total Activating Moment (KN.M)<br />
600<br />
1.4 1.5 1.6 1.7 1.8 1.9 2.0<br />
Factor of Safety<br />
Figure Fi 3. Total 3 T activating l A i i force F vs. VFactor F of safety f S f<br />
24000<br />
22000<br />
20000<br />
18000<br />
16000<br />
14000<br />
Model 1<br />
Model 5<br />
Model 4<br />
Model 6<br />
Model 3<br />
1.4 1.5 1.6 1.7 1.8 1.9 2.0<br />
Factor of Safety<br />
Figure 4. FiTotal 4 T activating l A i i moment M vs. VFactor F of fsafety<br />
S f<br />
CONCLUSIONS<br />
The structure modeling is a step of any<br />
construction activities and it is fast, economic,<br />
trustable and easiest way of slope stability<br />
evaluation, and it is achieved if soil mixture<br />
mineralogy identified<br />
<br />
Soil angle of friction, cohesive and unit weight<br />
have positive correlation with slope factor of<br />
safety<br />
2012. Fascicule 2 [April–June]
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