Effect of Backfill Soil Type on Stiffness and Ultimate Capacity of Bridge Abutments-Reference-Cited by-同舟云学术

Effect of Backfill Soil Type on Stiffness and Ultimate Capacity of Bridge Abutments

Published:2008-05-14 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Earthquake Engineering and Soil Dynamics IV
language:
Short-container-title:

Author:

Bozorgzadeh A.,Ashford S. A.,Restrepo J. I.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40975%28318%29168

Reference27 articles.

1. Applied Technology Council (ATC). (1996). Improved seismic design criteria for California bridges: Provisional recommendations.

2. ASTM D 1140 "Standard Test Method for Amount of Material in Soils Finer Than the No. 200 (75-μm) Sieve" American Society for Testing and Materials West Conshohocken Pennsylvania USA.

3. ASTM D 1557 "Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort" American Society for Testing and Materials West Conshohocken Pennsylvania USA.

4. ASTM D 2419 "Standard Test Method for Soils for Sand Equivalent Value of Soils and Fine Aggregate" American Society for Testing and Materials West Conshohocken Pennsylvania USA. ASTM D 2487 "Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System" American Society for Testing and Materials West Conshohocken Pennsylvania USA.

5. ASTM D 4318 "Standard Test Method for Liquid Limit Plastic Limit and Plasticity Index of Soils" American Society for Testing and Materials West Conshohocken Pennsylvania USA.

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