A road embankment is § m wide and 200 m in length at che formation level, with a side slope of 1.5 Horizontal: 1 vertical. The embankment has arising gradient of 1 in 100 m. the ground levels at every 50 m along the center line are as in table 1. Take formation level of zero chainage is 166 m. Calculate the volume of earth work by Trapezoidal rule and Prismoidal rule. Distance (m) | 0 | 50 | 100 | 150 | 200 Ground RL(m) | 1645 1652 | 1668 | 1670 | 1672 Q2: A road embankment is 8 m wide and 200 m in length at the formation level, with aside slope of 1.5 Horizontal: 1 vertical. The embankument has arising gradient of 1in 100 m. the ground levels at every 50 m along the center line are as in table 1.Take formation level of zero chainage is 166 m. Calculate the volume of earthwork by Trapezoidal rule and Prismoidal rule.Table 1.Distance (m)50100150200Ground RL(m) 164.5 165.2 166.8167.0167.2

Introduction : Earthworks are engineering operations that include the processing of vast amounts of…

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

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A road embankment is § m wide and 200 m in length at che formation level, with a side slope of 1.5 Horizontal: 1 vertical. The embankment has arising gradient of 1 in 100 m. the ground levels at every 50 m along the center line are as in table 1. Take formation level of zero chainage is 166 m. Calculate the volume of earth work by Trapezoidal rule and Prismoidal rule. Distance (m) | 0 | 50 | 100 | 150 | 200 Ground RL(m) | 1645 1652 | 1668 | 1670 | 1672

Q2: A road embankment is 8 m wide and 200 m in length at the formation level, with a
side slope of 1.5 Horizontal: 1 vertical. The embankument has arising gradient of 1
in 100 m. the ground levels at every 50 m along the center line are as in table 1.
Take formation level of zero chainage is 166 m. Calculate the volume of earth
work by Trapezoidal rule and Prismoidal rule.
Table 1.
Distance (m)
50
100
150
200
Ground RL(m) 164.5 165.2 166.8
167.0
167.2

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