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胡伟, 林天宇, 林志, 冯世进, IVAN Puig Damians. 砂土地基中螺旋锚上拔承载特性试验与理论研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230394
引用本文: 胡伟, 林天宇, 林志, 冯世进, IVAN Puig Damians. 砂土地基中螺旋锚上拔承载特性试验与理论研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230394
Experimental and theoretical study on the modeling of uplift bearing characteristics of screw anchor in sandy soil foundation[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230394
Citation: Experimental and theoretical study on the modeling of uplift bearing characteristics of screw anchor in sandy soil foundation[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230394

砂土地基中螺旋锚上拔承载特性试验与理论研究

Experimental and theoretical study on the modeling of uplift bearing characteristics of screw anchor in sandy soil foundation

  • 摘要: 目前多锚片螺旋锚上拔承载的理论研究需人为引入临界埋深比和临界间距比的概念,这将一个连续演化问题割裂成两种特殊工况,但两个临界值的取值标准又存在不统一的问题,导致理论的工程应用存在风险。本文基于模型试验并结合数字照相测量技术开展砂土地基中螺旋锚上拔承载特性研究,主要得到以下结论:(1)单、双锚片螺旋锚上拔荷载位移曲线的变化均可分为增长区间和震荡下降区间两个阶段,埋深比越大,荷载峰值越高,但随之增强的土拱效应也导致曲线震荡幅度越显著。(2)抗拔承载

     

    Abstract: At present, it is necessary to introduce the concepts of critical burial depth ratio and critical spacing ratio artificially into the theoretical research of the uplift bearing of screw anchor with multiple blades, which divides a continuous evolution problem into two special working conditions. However, the criteria of the two critical values are inconsistent, leading to risks in the engineering application of the theory. Based on model test and combined with digital photographic measurement technology, this

     

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