High Capacity Piles in Very Dense Sands
Author:
Affiliation:
1. Principal, URS Corporation, 221 Main Street, Suite 600, San Francisco, CA 94105
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/40601%28256%2945
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Resistance responses and design recommendations for driven piles in coarse-grained soil-based intermediate geomaterials;Soils and Foundations;2023-12
2. Discussion of “Axisymmetric Simulations of Cone Penetration in Biocemented Sands”;Journal of Geotechnical and Geoenvironmental Engineering;2023-11
3. Discussion of “Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits”;Journal of Geotechnical and Geoenvironmental Engineering;2023-05
4. A Load-Testing Program on Large-Diameter (66-Inch) Open-Ended and PSC-Instrumented Test Piles to Evaluate Design Parameters and Pile Setup;Transportation Research Record: Journal of the Transportation Research Board;2018-06-08
5. Characterisation of the effects of time on the shaft friction of displacement piles in sand;Géotechnique;2014-05
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