Calculate angles BA and e shown in Figure 3. () Calculate distance XY shown in Figure 3 over which surcharge ppipapplied. The angle of the slope to the horizontal is 30. () Determine the factor of safety against failure for the slope shown in Figure 3 by the total stress method. Water table is at the base of Soil A as shown in Figure 3. Ignore the presence of tension cracks. The surcharge load acting over the graund surface is 20 kPa.
Calculate angles BA and e shown in Figure 3. () Calculate distance XY shown in Figure 3 over which surcharge ppipapplied. The angle of the slope to the horizontal is 30. () Determine the factor of safety against failure for the slope shown in Figure 3 by the total stress method. Water table is at the base of Soil A as shown in Figure 3. Ignore the presence of tension cracks. The surcharge load acting over the graund surface is 20 kPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate angles 8A and eu shown in Figure 3.
(i)
Calculate distance XY shown in Figure 3 over which surcharge pps.jngpplied. The angle
of the slope to the horizontal is 30°.
() Determine the factor of safety against failure for the slope shown in Figure 3 by the total
stress method. Water table is at the base of Soil A as shown in Figure 3. Ignore the
presence of tension cracks. The surcharge load acting over the graund surface is 20 kPa.
4.0 m
8.0 m
20 kPa
da-9.79 m
Sol A
YA 19 EN/m
C50 KN/m
Area65.94 m
6.0 m
de -2.85 m
to
3.0 m
Soil B
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