Civil Engineering Association

Full Version: Evaluation of Soil Shear Strengths for Slope and Retaining Wall Stability Analyses
You're currently viewing a stripped down version of our content. View the full version with proper formatting.
Evaluation of Soil Shear Strengths for Slope and Retaining Wall Stability Analyses with Emphasis on High Plasticity Clays

[Image: info.png]
In this report important fundamentals pertaining to the shear strength of soils are reviewed and guidelines for determining appropriate values of soil shear strength parameters are presented for both undrained (short-term) and drained (long-term) stability conditions. Particular attention is given to the long-term strength properties of compacted high PI clay fills used for embankment construction.

[Image: screen.png]
[Image: 65709520926897123953.jpeg]

[Image: Download.png]

Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

[Image: password.png]

Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************