Question 14.3: In Example 14.2, if there is a possibility that the soil in ...
In Example 14.2, if there is a possibility that the soil in front of the wall will be removed sometime later, neglect the passive resistance and compute the factors of safety.
The blue check mark means that this solution has been answered and checked by an expert. This guarantees that the final answer is accurate.
Learn more on how we answer questions.
Learn more on how we answer questions.
The passive resistance P_p was not considered in computing FS_{(overturning)}, which remains unchanged at 4.62. However, neglecting P_p will reduce FS_{(sliding)}, which becomes
FS_{(sliding)}=\frac{\left(\sum V\right)\tan \delta^\prime+P_p}{P_h}=\frac{475.4\times \tan 23.3 +0.0}{113.4}= 1.81
The FS_{(bearing capacity)} remains the same at 7.4.
Related Answered Questions
Question: 14.5
Verified Answer:
Refer to Figure 14.14 for the pressure calculation...
Question: 14.6
Verified Answer:
From Table 11.4 for α = 10°, φ′ = 36° and δ′ = 24°...
Question: 14.4
Verified Answer:
H^\prime =15+25=17.5 ft
K_a=...
Question: 14.2
Verified Answer:
The retaining wall and the soil regions of interes...
Question: 14.1
Verified Answer:
Refer to Figure 14.10. Note that
H^\prime =...