Lateral Resistance of Full-Scale Pile Cap with Gravel Backfill
Author:
Affiliation:
1. Professor, Civil and Environmental Engineering Dept., Brigham Young Univ., 368 CB, Provo, UT 84602.
2. Project Manager, Geo-Engineers, 8410 154th Ave. N.E., Redmond, WA 98052.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A9%28711%29
Reference29 articles.
1. American Concrete Institute (1995). “ACI building code requirements for structural concrete and commentary.” ACI 318-95 Farmington Hills Mich.
2. Earth Pressure Against the Abutments of a Rigid Frame Bridge
3. Cyclic Lateral Loading of a Large‐Scale Pile Group
4. Caltrans (1988). “Memo to designers 5-1 ” California Dept. of Transportation Sacramento Calif.
5. Canadian Geotechnical Society (1992). Canadian foundation engineering manual 3rd Ed. BiTech Vancouver B.C. Canada.
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