Abstract

Geotechnical design has traditionally been done using working stress design (WSD). Working stress design identifies limit states for a structure, then protects against their occurrence using factors of safety. Load and resistance factor design (LRFD) uses load and resistance factors instead of factors of safety. LRFD also establishes the geotechnical resistance much more precisely than WSD. This research establishes load and resistance factors using reliability analysis and specifically lays out methods of calculation of resistance for four limit states related to MSE wall design: overturning, sliding, reinforcement pullout and reinforcement rupture.

Keywords

MSE walls, LRFD, load and resistance factor design, WSD, working stress design, limit states design, LSD

Date of this Version

5-31-2012

DOI

10.5703/1288284314672

Commentary.pdf (484 kB)
SPR-3374 Commentary

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