Analysis on Bearing Characteristics of Pile Groups with Post-Grouting at PileEnds in Loess Areas
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Publisher
China Science Publishing & Media Ltd.
Link
https://engine.scichina.com/doi/pdf/B4833EA4C0B842EEBF879A13D1DDA60E
Reference42 articles.
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3. ZHOU Z J, XU F, LEI J T, et al. Experimental study of the influence of different hole-forming methods on the bearing characteristics of the post-grouting pile in loess areas [J/OL]. Transportation Geotechnics, 2021, 27[2022-09-02]. https://doi. org/10.1016/j.trgeo.2020.100423.
4. 刘亦民, 饶少华, 万志辉, 等. 超高层建筑大直径钻孔灌注桩后压浆技术的应用与研究 [J]. 建筑结构, 2022, 52(增刊1): 2793–2797.
5. RUIZ M E, PANDO M A. load transfer mechanisms of tip post-grouted drilled shafts in sand [C]//Proceedings of International Foundation Congress and Equipment Expo 2009. Reston: ASCE, 2009: 23–30.
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