hree uniformly distributed loads of 100 kPa each are applied to 10 x 10 m square areas n the soil profile shown in Figure 2. Determine the stress increase due to these loads at oints A and B. |10 m |10 m 10 m Plan: 10 m -10 m - 10 m - 25 m- -25 m- Profile: 9, = 100 kPa 9. = 100 kPa 9. = 100 kPa Med. derse 10 m = 2.0 Mg/m3 sand B- A %3D Psat GWT 3 m Soft clay Psat = 1.83 Mg/m³
hree uniformly distributed loads of 100 kPa each are applied to 10 x 10 m square areas n the soil profile shown in Figure 2. Determine the stress increase due to these loads at oints A and B. |10 m |10 m 10 m Plan: 10 m -10 m - 10 m - 25 m- -25 m- Profile: 9, = 100 kPa 9. = 100 kPa 9. = 100 kPa Med. derse 10 m = 2.0 Mg/m3 sand B- A %3D Psat GWT 3 m Soft clay Psat = 1.83 Mg/m³
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Exercise 2:
Three uniformly distributed loads of 100 kPa each are applied to 10 x 10 m square areas
on the soil profile shown in Figure 2. Determine the stress increase due to these loads at
Points A and B.
10 m
10 m
10 m
Plan:
-10m
-10 m
10 m
25 m
25 m
Profile:
9. = 100 kPa
9. = 100 kPa
9. = 100 kPa
Med. derse
AAAAAAA
10 m
= 2.0 Mg/m3
+B
sand
sat
GWT
3 m
Soft clay
P sat
= 1.83 Mg/m3
Med. dense
sand
10 m
Psat = 2.0 Mg/m³
Figure 2
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