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预应力群锚高边坡增稳机理研究
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(电力部西北勘测设计研究院)

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黄福德

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TV223

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Research on the Mechanism of Increasing Stability of High Slope with Prestressed Group Anchors
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    摘要:

    本文阐述国家"八五"重点科技攻关项目"高边坡预应力群锚加固机理研究"中加锚岩体的变形体传力特征。通过现场群锚试验,室内模型试验和数值计算验证研究,发现群锚增稳不同于刚体法加锚的岩体的受力传力动态机理效应,提出了依安全度布锚增效的新参数理论,探讨了判别加锚效果的岩体表层新生压应力层的"岩壳效应"场的机理依据

    Abstract:

    This paper describes the deformation body force transfer characteristics of anchored rock body in the national "Eighth Five-Year Plan" key scientific and technological research project "Research on the mechanism of prestressing group anchor reinforcement of high slope". Through on-site group anchor test, indoor model test and numerical calculation verification study, it is found that the group anchor stabilization is different from the rigid body method of anchoring the rock body of the dynamic mechanism of force transfer effect, put forward the new parameter theory of anchoring according to the degree of safety, and explore the mechanism of the "rock shell effect" field of the new compressive stress layer on the surface of the rock body to determine the effect of anchoring.

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Huang Fude, Lv Zuheng Research on the Mechanism of Increasing Stability of High Slope with Prestressed Group Anchors. Prestress Technology 1999,3(03):10-13. 10.59238/j. pt.1999.03.002

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  • 在线发布日期: 2023-08-11
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