Internal Design of Mechanically Stabilized Earth (MSE) Retaining Walls Using Crimped Bars

Internal Design of Mechanically Stabilized Earth (MSE) Retaining Walls Using Crimped Bars

Current design codes of Mechanically Stabilized Earth (MSE) Walls allow the use lower lateral earth pressure coefficient (K value) for designing geosynthetics walls than those used to design steel walls. The reason of this is because geosynthetics walls are less rigid permitting the wall to deform e...

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Bibliographic Details
Main Author: Castellanos, Bernardo A.
Format: Others
Published: DigitalCommons@USU 2010
Subjects:
Crimp
earth support
Mechanically Stabalized Earth
MSE Walls
Retaining Wall
Retention structures
Civil Engineering
Online Access:https://digitalcommons.usu.edu/etd/580
https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=1576&context=etd

Internet

https://digitalcommons.usu.edu/etd/580
https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=1576&context=etd

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