Influence of the penetration of adjacent X-section cast-in-place concrete (XCC) pile on the existing XCC pile in sand

Author:

Zhou Peng,Xu Jianhui,Xu Changjie,Cao GuangweiORCID,Cui Jie,Ding Xuanming

Publisher

Zhejiang University Press

Reference37 articles.

1. Anusic I, Lehane BM, Eiksund GR, et al., 2019. Influence of installation method on static lateral response of displacement piles in sand. Géotechnique Letters, 9(3): 193–197. https://doi.org/10.1680/jgele.18.00191

2. Arshad MI, Tehrani FS, Prezzi M, et al., 2014. Experimental study of cone penetration in silica sand using digital image correlation. Géotechnique, 64(7):551–569. https://doi.org/10.1680/geot.13.P.179

3. ASTM (American Society for Testing and Materials), 2016a. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, ASTM D854. ASTM.

4. ASTM (American Society for Testing and Materials), 2016b. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table, ASTM D4253-16. ASTM.

5. ASTM (American Society for Testing and Materials), 2016c. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density, ASTM D4254-16. ASTM.

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