Q5/ The information below was taken from Longitudinal survey of road project. Draw the longitudinal section for the road, if the Hs (1:500) and the Vs (1:50). Calculate the slope between first and last point of the road. Draw the D.L starting from the elevation (23.7 m) with ascending slope (1%). Calculate the heights of Fill and depths of Cut for each points. DG) (m) p 10 20 30 40 50 25 25.6 25.8 26 lo 25.90 25. lo 1480 60 70 243 24.2 80 90 25.10 25.50
Q5/ The information below was taken from Longitudinal survey of road project. Draw the longitudinal section for the road, if the Hs (1:500) and the Vs (1:50). Calculate the slope between first and last point of the road. Draw the D.L starting from the elevation (23.7 m) with ascending slope (1%). Calculate the heights of Fill and depths of Cut for each points. DG) (m) p 10 20 30 40 50 25 25.6 25.8 26 lo 25.90 25. lo 1480 60 70 243 24.2 80 90 25.10 25.50
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter13: Slope Stability
Section: Chapter Questions
Problem 13.15P
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Transcribed Image Text:Q5/ The information below was taken from Longitudinal survey of road project.
Draw the longitudinal section for the road, if the Hs (1:500) and the Vs (1:50).
Calculate the slope between first and last point of the road.
Draw the D.L starting from the elevation (23.7 m) with ascending slope (1%).
Calculate the heights of Fill and depths of Cut for each points.
DG)E()
pi
10
20
30
40
50
60
70
80
90
25
25.6
25.8
26.10
25.90
25. lo
24.0
243
24.2
25.10
25.50
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