介玉新, 周诗博, 郭政豪, 陈杰. 2018: 平台分级对加筋土边坡稳定性的影响研究. 工程地质学报, 26(5): 1178-1187. DOI: 10.13544/j.cnki.jeg.2018080
    引用本文: 介玉新, 周诗博, 郭政豪, 陈杰. 2018: 平台分级对加筋土边坡稳定性的影响研究. 工程地质学报, 26(5): 1178-1187. DOI: 10.13544/j.cnki.jeg.2018080
    JIE Yuxin, ZHOU Shibo, GUO Zhenghao, CHEN Jie. 2018: CENTRIFUGE MODEL TESTS AND STRENGTH REDUCTION METHOD FOR INFLUENCE OF BENCH ARRANGEMENT ON STABILITY OF REINFORCED SLOPES. JOURNAL OF ENGINEERING GEOLOGY, 26(5): 1178-1187. DOI: 10.13544/j.cnki.jeg.2018080
    Citation: JIE Yuxin, ZHOU Shibo, GUO Zhenghao, CHEN Jie. 2018: CENTRIFUGE MODEL TESTS AND STRENGTH REDUCTION METHOD FOR INFLUENCE OF BENCH ARRANGEMENT ON STABILITY OF REINFORCED SLOPES. JOURNAL OF ENGINEERING GEOLOGY, 26(5): 1178-1187. DOI: 10.13544/j.cnki.jeg.2018080

    平台分级对加筋土边坡稳定性的影响研究

    CENTRIFUGE MODEL TESTS AND STRENGTH REDUCTION METHOD FOR INFLUENCE OF BENCH ARRANGEMENT ON STABILITY OF REINFORCED SLOPES

    • 摘要: 对于分级修建的边坡,如何选择合适的平台宽度还有待研究。利用离心模型试验和有限元强度折减法对加筋土边坡进行分析,探讨平台分级的影响。试验表明,设置平台可以使边坡分解成若干个次级边坡,边坡分级后,其整体破坏向各个次级边坡集中,失稳部分的规模有所减少;加筋增强了边坡的整体性,能够强化次级边坡之间的独立性;合适的宽度可以使滑动面只发生在次级边坡中,对整体安全是有利的。有限元计算表明,边坡高度较大时,土的黏聚力的作用就会削弱,通过将高大的边坡变成高度较小的次级边坡,能够充分发挥黏聚力对边坡稳定的作用。而加筋的主要效果就是给土体提供一个似黏聚力。也就是说,合适的边坡高度分级能够充分发挥筋材的加筋效果。另外,对加筋高边坡来说,筋材的模量和延伸率是更为关键的材料参数。延伸率不足,在其他筋材的强度还没有发挥时被拉断,就达不到共同承载的目的。

       

      Abstract: How to select the bench width of the stepped slope is still a topic of research. In this paper, centrifuge model tests and FEM-based strength reduction method are carried out to investigate the influence of benches on reinforced soil slopes with steps. The benches can be used to decompose the slope into several secondary slopes(steps). Centrifuge test results show that the damage of the slope is transferred to the steps of the slope, and the damage scale is reduced. Soil reinforcing can enhance the integrity of the slope as well as reduce the interaction between the steps. Benches with appropriate width can make the failure occur in the secondary slopes, which is helpful for the overall safety of the whole slope. The FEM numerical results show that the effect of cohesion can weaken when the slope is high enough. The benches divide the slope into several secondary slopes with lower height. As a result, the cohesion strength of the soil can be fully utilized in the stability of the slope. Since the effect of reinforcement is mainly to increase the apparent cohesion of the soil, the reinforced slope can be more stable with appropriate height of steps. For reinforced high soil slopes, the modulus and extensibility of reinforcement are key factors. The joint reinforcing effect cannot be mobilized if some reinforcements snap very early before others take effect.

       

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