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isotropic with k=5.8x10-'m/s. (а) Determine the loss through seepage in cubic metres per year.

isotropic with k=5.8x10-'m/s. (а) Determine the loss through seepage in cubic metres per year.

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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Q3(a,b)
X= 18LN + anchor 10.Bm 86m Y= 18.5kN C=0 m 1.5m 5lam Ø =32° To.hm Fiqure 2.1 Figure 2.2 Surcharge Im soilo YWoter Tolble Soil@ Fiaure 3.1 Figure 23 B R A e |= RG Fiqure 3.2
Transcribed Image Text:X= 18LN + anchor 10.Bm 86m Y= 18.5kN C=0 m 1.5m 5lam Ø =32° To.hm Fiqure 2.1 Figure 2.2 Surcharge Im soilo YWoter Tolble Soil@ Fiaure 3.1 Figure 23 B R A e |= RG Fiqure 3.2
Figure 3.1 shows the flow net generated representing the seepage under a dam. The length of the dam perpendicular to the plane of seepage is 450m, the soil is isotropic with k=5.8x10-7m/s. (а) Determine the loss through seepage in cubic metres per year. (b) Slip circle analyses of slopes can be in terms of total stress or effective stress. Discuss the difference between each of these analyses and when each one is most appropriate.
Transcribed Image Text:Figure 3.1 shows the flow net generated representing the seepage under a dam. The length of the dam perpendicular to the plane of seepage is 450m, the soil is isotropic with k=5.8x10-7m/s. (а) Determine the loss through seepage in cubic metres per year. (b) Slip circle analyses of slopes can be in terms of total stress or effective stress. Discuss the difference between each of these analyses and when each one is most appropriate.
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