Factor of Safety for Submerged Embankment with Sudden Drawdown

  • Thread starter Thread starter tzx9633
  • Start date Start date
  • Tags Tags
    Water
AI Thread Summary
The discussion focuses on calculating the factor of safety for a submerged embankment under sudden drawdown conditions. The embankment is 30.5 m high with specific soil properties, and there is confusion regarding the effective unit weight of the soil when water is present during drawdown. It is clarified that during sudden drawdown, water is still present in the embankment, affecting stability calculations. A comparison is made to a local Earth dam that failed due to improper slope and compaction issues, highlighting the importance of design and maintenance. Understanding these factors is crucial for ensuring the safety of embankments under varying conditions.
tzx9633

Homework Statement


Determine the factor of safety (in regard to
cohesion only) for a submerged
embankment 30.5 m (100 ft) high whose
upstream face has an inclination of 30°. The
soil properties are gtotal=18.85 kN/m3 (120
pcf), c = 37.6 kN/m2 (700 psf), f=10°
b) What is the factor of safety if the
embankment experiences the effects of a
sudden drawdown?

Homework Equations

The Attempt at a Solution


Pls refer to the solution attached , I think it's wrong because when there's drawdown , there's no water . So , the ysub should be (18.85-9.81) , am i right ?
 

Attachments

  • 799.PNG
    799.PNG
    16.6 KB · Views: 518
Physics news on Phys.org
In a sudden drawdown, there is water. It's in the embankment, and it's trying to get out.

It's similar to the case of an Earth dam that is not wide enough for the total water height difference between upstream and downstream sides.

A local Earth dam developed a spring on the downstream face during spring runoff. It turned out that the downstream face should have had a slope of 3:1, but was only 2.6:1. Also, much of the soil in the dam was not properly compacted. That dam was removed last summer.
 
Back
Top