A 10m high embankment with slope 1V:3H has been constructed as detailed in the figure below. The fill material has prope

Business, Finance, Economics, Accounting, Operations Management, Computer Science, Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Algebra, Precalculus, Statistics and Probabilty, Advanced Math, Physics, Chemistry, Biology, Nursing, Psychology, Certifications, Tests, Prep, and more.
Post Reply
answerhappygod
Site Admin
Posts: 899603
Joined: Mon Aug 02, 2021 8:13 am

A 10m high embankment with slope 1V:3H has been constructed as detailed in the figure below. The fill material has prope

Post by answerhappygod »

A 10m High Embankment With Slope 1v 3h Has Been Constructed As Detailed In The Figure Below The Fill Material Has Prope 1
A 10m High Embankment With Slope 1v 3h Has Been Constructed As Detailed In The Figure Below The Fill Material Has Prope 1 (30.07 KiB) Viewed 13 times
A 10m high embankment with slope 1V:3H has been constructed as detailed in the figure below. The fill material has properties of y 17 kN/m', 37, and 2-0 kPa, whereas the in-situ material has V 12 kN/m, 6-27, and es kPa It is assumed that the groundwater table is at the insitu groundsurface. Using method of slices, calculate the stability of the slope for the specified slip circle using minimum 6 slices 12.5 m 12.5 m 17 N/m W.37 10 m Fill material In-situ material 12 kN/m 27 5 kPa
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!
Top
Post Reply

Return to “Archived Questions & Answers”