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Figure 1 shows a slope with a trial wedge has been divided into (9) slices. For the soil, given: the saturated unit weight (ysa) -19 kN/m³, ' = 20°, and 10 in c=20 kN/m². The weight, length, and slope angle of each slice presented in the Table below. Determine the factor of safety (F) using the ordinary method of slices. 14 Fig. 1 y-19 kN/m 4-20 20 kN/m2 2 3 4 5 6 7 8 9 Slice No. 1 W. (kN/m) 16.188 177.900 284.520 352.620 331.780 228.130 109.600 53.410 23.000 an (º) AL., m 72 59 46 32 22 13 7 -6 -16 1.942 4.058 3.007 2.465 2.255 2.146 2.105 2.704 2.709

Figure 1 shows a slope with a trial wedge has been divided into (9) slices. For the soil, given: the saturated unit weight (ysa) -19 kN/m³, ' = 20°, and 10 in c=20 kN/m². The weight, length, and slope angle of each slice presented in the Table below. Determine the factor of safety (F) using the ordinary method of slices. 14 Fig. 1 y-19 kN/m 4-20 20 kN/m2 2 3 4 5 6 7 8 9 Slice No. 1 W. (kN/m) 16.188 177.900 284.520 352.620 331.780 228.130 109.600 53.410 23.000 an (º) AL., m 72 59 46 32 22 13 7 -6 -16 1.942 4.058 3.007 2.465 2.255 2.146 2.105 2.704 2.709

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Figure 1 shows a slope with a trial wedge has been divided into (9) slices. For the soil, given: the saturated unit weight (ysa) -19 kN/m³, ' = 20°, and 10 in c=20 kN/m². The weight, length, and slope angle of each slice presented in the Table below. Determine the factor of safety (F) using the ordinary method of slices. 14 Fig. 1 y-19 kN/m 4-20 20 kN/m2 2 3 4 5 6 7 8 9 Slice No. 1 W. (kN/m) 16.188 177.900 284.520 352.620 331.780 228.130 109.600 53.410 23.000 an (º) AL., m 72 59 46 32 22 13 7 -6 -16 1.942 4.058 3.007 2.465 2.255 2.146 2.105 2.704 2.709
Transcribed Image Text:Figure 1 shows a slope with a trial wedge has been divided into (9) slices. For the soil, given: the saturated unit weight (ysa) -19 kN/m³, ' = 20°, and 10 in c=20 kN/m². The weight, length, and slope angle of each slice presented in the Table below. Determine the factor of safety (F) using the ordinary method of slices. 14 Fig. 1 y-19 kN/m 4-20 20 kN/m2 2 3 4 5 6 7 8 9 Slice No. 1 W. (kN/m) 16.188 177.900 284.520 352.620 331.780 228.130 109.600 53.410 23.000 an (º) AL., m 72 59 46 32 22 13 7 -6 -16 1.942 4.058 3.007 2.465 2.255 2.146 2.105 2.704 2.709
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