Comparing the lateral behavior of drilled and postgrouted concrete pipe pile and driven pile in clay
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-09649-4.pdf
Reference39 articles.
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3. ASTM D2487-17E01 (2020) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM International. West Conshohocken. https://doi.org/10.1520/D2487-17E01
4. Chen YJ, Lee YH (2010) Evaluation of lateral interpretation criteria for drilled shaft capacity. J Geotech Geoenviron 136(8):1124–1136. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000325
5. Choo YW, Kim D (2016) Experimental development of the p-y relationship for large-diameter offshore monopiles in sands: centrifuge tests. J Geotech Geoenviron 142(1):04015058. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001373
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