Workout the Earthwork quantities in embankment and cutting for the chainage length of 600 meters. Formation width is 20m. Side slopes in embankment is 2:1 and in cutting is 1.5:1. There is no transverse slope. Rising gradient of 1:250 upto 250m chaniage. Rising gradient of 1:100 upto 600m chainage. Chainage 0 50 100 150 200 250 300 350 R.L of Ground 152.0 152.35 152.6 152.8 153.0 152.6 152.2 151.5 R.L of Formation 151.6 Chainage 400 450 500 550 600 R.L of Ground 151.2 150.5 150.3 150.5 150.7 R.L of Formation 155.4

Workout the Earthwork quantities in embankment and cutting for the chainage length of 600 meters. Formation width is 20m. Side slopes in embankment is 2:1 and in cutting is 1.5:1. There is no transverse slope. Rising gradient of 1:250 upto 250m chaniage. Rising gradient of 1:100 upto 600m chainage. Chainage 0 50 100 150 200 250 300 350 R.L of Ground 152.0 152.35 152.6 152.8 153.0 152.6 152.2 151.5 R.L of Formation 151.6 Chainage 400 450 500 550 600 R.L of Ground 151.2 150.5 150.3 150.5 150.7 R.L of Formation 155.4

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 13.25P

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