Y=15kN/m³ 몰 Y = 12.5 kN/m³ 0p = 150 kPa l. = 0.95 C. C₁ = 0.62 Cv = 0.135 Y=27.5 kN/m3³ sand 9m Clay Bedrock 25,000 KN * ↑ 3m 18m ↑ 5m ↓ A) What is the induced stress so (in kPa) at the midpoin of the clay layer from the point load? 3) What is the change of void vatio, se, in the clay layer because of the point load. c) Calculate the settlement (in the nearest cm) at the clay layer because of the point load. Use the one layer approach
Y=15kN/m³ 몰 Y = 12.5 kN/m³ 0p = 150 kPa l. = 0.95 C. C₁ = 0.62 Cv = 0.135 Y=27.5 kN/m3³ sand 9m Clay Bedrock 25,000 KN * ↑ 3m 18m ↑ 5m ↓ A) What is the induced stress so (in kPa) at the midpoin of the clay layer from the point load? 3) What is the change of void vatio, se, in the clay layer because of the point load. c) Calculate the settlement (in the nearest cm) at the clay layer because of the point load. Use the one layer approach
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Y=15kN/m³
몰
Y = 12.5 kN/m³
0 p = 150 kPa
e.= 0.95
C₁ = 0.62
Cv=0.135
Y=27.5 kN/m³
sand
9m
Clay
Bedrock
25,000 KN
↑
3m
18m
↑
5m
↓
A) What is the induced stress so (in kPa) at the midpoint
of the clay layer from the point load?
B) What is the change of void ratio, se, in the clay layer
because of the point load.
c) Calculate the settlement (in the nearest cm) at the clay
layer because of the point load. Use the one layer approach.
D) while the one-layer approach is not accurate to represent
the distributed stress from the point load, how many
layers would be proper?
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