The image below depicts the sand layer on top of the clay layer, with groundwater 2 meters below the surface. In the given conditions, calculate the total, effective and horizontal stresses at points A, B, and C. 1. The present condition. 2. The groundwater level rises to the surface. 3. A 2-meter fill with the same specifications as the sand layer is placed on top of the layers. There was no prior loading on the soil layer. (GWL = -2m) 2m 2m 4 m GWL 2m A B Y.C Sand y = 17 Ysat = 20 KN m³ KN m³ Ø=33° Clay Ysat = 190 = 28°
The image below depicts the sand layer on top of the clay layer, with groundwater 2 meters below the surface. In the given conditions, calculate the total, effective and horizontal stresses at points A, B, and C. 1. The present condition. 2. The groundwater level rises to the surface. 3. A 2-meter fill with the same specifications as the sand layer is placed on top of the layers. There was no prior loading on the soil layer. (GWL = -2m) 2m 2m 4 m GWL 2m A B Y.C Sand y = 17 Ysat = 20 KN m³ KN m³ Ø=33° Clay Ysat = 190 = 28°
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The image below depicts the sand layer on top of the clay layer, with groundwater 2 meters
below the surface. In the given conditions, calculate the total, effective and horizontal stresses
at points A, B, and C.
1. The present condition.
2. The groundwater level rises to the surface.
3. A 2-meter fill with the same specifications as the sand layer is placed on top of the layers. There
was no prior loading on the soil layer. (GWL = -2m)
2m
2m
4 m
GWL
2m
A
B
Y.C
KN
KN
Sand y = 17 Ysat = 2030 = 33°
m
KN
Clay Ysat = 19 0 = 28
A
M
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