1 / 28

Mechanically Stabilized Earth (MSE) Wall Project

Mechanically Stabilized Earth (MSE) Wall Project. Geotechnical Design CEG 4801 Fall 2010. Kamal Tawfiq, Ph.D., P.E. Due Date: 9/30/2010. W.

chandler
Télécharger la présentation

Mechanically Stabilized Earth (MSE) Wall Project

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Mechanically Stabilized Earth (MSE) Wall Project Geotechnical Design CEG 4801 Fall 2010 Kamal Tawfiq, Ph.D., P.E. Due Date: 9/30/2010

  2. W A reinforced earth retaining wall is to be 20 ft high. The properties of the backfill material are g = 16.6 kN/m3 and f = 30o. Galvanized steel ties are to be used for the construction of the wall. Design the Reinforcements with FS(B) = 3, FS(p) = 3, fy = 2.4x105 kN/m2 and ftie= 20o. The properties of the in-situ soil below the retaining wall are g = 18 kN/m3, f = 30o, and c = 0. Design the panels and the ties of the wall.

  3. Mechanically Stabilized Earth (MSE) Walls or Segmental Walls By: Kamal Tawfiq[Spring 2009]

  4. Kamal Tawfiq, Ph.D., P.E.

  5. Using Galvanized Steel

  6. Using Geogrids

  7. Stability of MSE Walls

  8. Block Failure

  9. MSE Key Stone Wall

  10. MSE Key Stone Wall

  11. Geotextile Walls

More Related