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calculate the vertical stress

calculate the vertical stress

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Aơ = (6.33) where I' = a function of B/z and B2/z. The variation of I' with B/z and B,/z is shown in Figure 6.18. An application of this diagram is given in Example 6.8. 0.50 2.03.0- 1.6 1.4 1.2 0.45 1.0 0.40 0.9 0.8 0.7 0.35 0.6 0.30 0.5 0.4 I' 0.25 0.20 0.2 0.15 Figure 6.18 Influence value I' for embankment loading (After Osterberg, 1957) Osterberg, J. O. (1957). "Influence Values for Vertical Stresses 0.10 0.1 B1lz = 0 in Semi-Infinite Mass Due to Embankment Loading," Proceedings, Fourth International Conference on Soil Mechanics and Foundation Engineering, London, Vol. 1. pp. 393–396. With permission from ASCE. 0.05 0.01 0.1 1.0 10 B2lz JuulL
Transcribed Image Text:Aơ = (6.33) where I' = a function of B/z and B2/z. The variation of I' with B/z and B,/z is shown in Figure 6.18. An application of this diagram is given in Example 6.8. 0.50 2.03.0- 1.6 1.4 1.2 0.45 1.0 0.40 0.9 0.8 0.7 0.35 0.6 0.30 0.5 0.4 I' 0.25 0.20 0.2 0.15 Figure 6.18 Influence value I' for embankment loading (After Osterberg, 1957) Osterberg, J. O. (1957). "Influence Values for Vertical Stresses 0.10 0.1 B1lz = 0 in Semi-Infinite Mass Due to Embankment Loading," Proceedings, Fourth International Conference on Soil Mechanics and Foundation Engineering, London, Vol. 1. pp. 393–396. With permission from ASCE. 0.05 0.01 0.1 1.0 10 B2lz JuulL
A 3 m high embankment is to be constructed as shown in the figure. If the unit weight of soil used in the embankment is 19 kN/m³, calculate the vertical stress due to the embankment loading at points P1, P2, and P3. 10.5 7.5 6 4.5 K CE 4.5 3.0 |y= 19 kN/m B 3.0 3.0 i-3.0 P3 Note: All dimensions are in metres P,
Transcribed Image Text:A 3 m high embankment is to be constructed as shown in the figure. If the unit weight of soil used in the embankment is 19 kN/m³, calculate the vertical stress due to the embankment loading at points P1, P2, and P3. 10.5 7.5 6 4.5 K CE 4.5 3.0 |y= 19 kN/m B 3.0 3.0 i-3.0 P3 Note: All dimensions are in metres P,
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