LRFD
LRFD Example Problem 2 – CIP Wall with Sloping Backfill
This example problem presents a detailed solution for a typical cast-in-place (CIP) wall used by the Arizona Department of Transportation (ADOT). A sloping backfill configuration is assumed. The solution uses ADOT policies to demonstrate the application of LRFD principles in analyzing the external stability limit states that include...
Read MoreLRFD Example Problem 1 – CIP Wall with Level Backfill
This example problem presents a detailed solution for a typical cast-in-place (CIP) wall used by the Arizona Department of Transportation (ADOT). A level backfill configuration with a traffic barrier and live load surcharge is assumed. The solution uses ADOT policies to demonstrate the application...
Read MorePresentation at Western Bridge Engineers’ Seminar – Phoenix 2011
Presentation at Western Bridge Engineers' Seminar - Phoenix 2011
Read MoreADOT SF-1 (Spread Footing – Bearing Resistance and Settlement)
Development of Factored Bearing Resistance Chart by a Geotechnical Engineer for Use by a Bridge Engineer to Size Spread Footings on Soils for Service and Strength Limit States Based on Load and Resistance Factor Design (LRFD) Methodology
Read MoreADOT SF-2 (Spread Footing – Limiting Eccentricity)
Limiting Eccentricity Criteria for Spread Footings based on Load and Resistance Factor Design (LRFD) Methodology
Read MoreADOT SF-3 (Spread Footing – Sliding and Bearing Resistance Factors)
Resistance Factors for the Estimation of Factored Sliding and Bearing Resistance for Spread Footings of Gravity and Semi-gravity Walls based on Load and Resistance Factor Design (LRFD) Methodology
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