Discussion of “Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits”
Author:
Affiliation:
1. Geotechnical Consultant, 60 Joost Ave., San Francisco, CA 91431.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11353
Reference7 articles.
1. Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay
2. Hansen J. et al. 1953. “Discussion to ‘Piles and pile foundations settlements of pile foundations’.” In Vol. 3 of Proc. 3rd Int. Conf. on Soil Mechanics and Foundations Engineering 172. Reston VA: ASCE.
3. Koutsoftas D. C. 2002. “High capacity piles in very dense sands.” In Proc. Int. Perspective on Theory Design and Performance: International Deep Foundation Congress 632–646. Reston VA: ASCE.
4. Downdrag Forces in Group of Piles
5. Leonards G. A. 1972. “Settlements of pile foundations in granular soil.” In Vol. 1 of Proc. ASCE Specialty Conf. on the Performance of Earth and Earth Supported Structures 1169–1184. Lafayette IN: Purdue Univ.
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