The Designed point Elevation can be picked off grading plans or could be calculated as in following example: In this case you are required to calculate a point elevation based on another point known elevation of 130.518m which is at 50.4 m horizontal distance with the Gradient of + 0.5%. The required point elevation would be: m.

Q: Describe about the Mathematical Development of the Bishop Equation for Slope Stability.

A: Bishop's method of slope analysis give more accurate results as compared to another methods and the…

Q: iven the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied…

A: Basic for cut = 48 ftbasic for fill =40 ftcut slope, s =2:5:1To find:Prismoidal correction factor

Q: For the following data, compute the horizontal distances from the recorded slope lengths AB. You…

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Q: versus n for each of the five variables. What do the results suggest about the importance of the…

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Q: On a steep slope of 6.3%, two points are to be established, the horizontal distance between them is…

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Q: A contour map of the lake was prepared as shown below. The area bounded between contours are given…

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Q: A trapezoidal channel is to be designed to carry 280m3/minute of water. Determine the cross –…

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Q: Describe about the Basis of slope stability analysis by method of slices.

A: Slope stability analysis is a method of determining the stability of earth and rock-fill dams,…

Q: What are the Types of Slope Movements? Name them.

A: Slope movement: Slope movement also known as mass wasting or mass movement, is the process of…