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Pseudo-static test of slope-single load rock-socketed pile system under horizontal load
Civil Engineering | 更新时间：2025-11-14

    • Pseudo-static test of slope-single load rock-socketed pile system under horizontal load

    • “In the field of research on the bearing characteristics of single piles in rock slopes, experts used quasi-static testing methods to analyze the variation laws of the elastic bending moment of the pile body, the rock pressure around the pile, and the hysteresis curve at the pile top under different slopes and pile rock elastic modulus ratios, providing solutions for the design of rock slope pile foundations.”
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 2, Pages: 89-97(2025)

    • DOI：10.11835/j.issn.2096-6717.2023.028    

      CLC： TU473.1

    • Received：25 August 2022，

      Published：25 April 2025

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  • LIU Liping,LI Meng,ZENG Weiming,et al.Pseudo-static test of slope-single load rock-socketed pile system under horizontal load[J].Journal of Civil and Environmental Engineering,2025,47(02):89-97. DOI： 10.11835/j.issn.2096-6717.2023.028.

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