介玉新, 柏永亮, 张彬. 2017: 边坡稳定分析中加速度临界滑动面研究. 工程地质学报, 25(5): 1238-1244. DOI: 10.13544/j.cnki.jeg.2017.05.008
    引用本文: 介玉新, 柏永亮, 张彬. 2017: 边坡稳定分析中加速度临界滑动面研究. 工程地质学报, 25(5): 1238-1244. DOI: 10.13544/j.cnki.jeg.2017.05.008
    JIE Yuxin, BAI Yongliang, ZHANG Bin. 2017: STUDY ON CRITICAL SLIP SURFACE OF ACCELERATION IN SLOPE STABILITY ANALYSIS. JOURNAL OF ENGINEERING GEOLOGY, 25(5): 1238-1244. DOI: 10.13544/j.cnki.jeg.2017.05.008
    Citation: JIE Yuxin, BAI Yongliang, ZHANG Bin. 2017: STUDY ON CRITICAL SLIP SURFACE OF ACCELERATION IN SLOPE STABILITY ANALYSIS. JOURNAL OF ENGINEERING GEOLOGY, 25(5): 1238-1244. DOI: 10.13544/j.cnki.jeg.2017.05.008

    边坡稳定分析中加速度临界滑动面研究

    STUDY ON CRITICAL SLIP SURFACE OF ACCELERATION IN SLOPE STABILITY ANALYSIS

    • 摘要: 采用最大加速度也可以评价边坡的安全性。当黏聚力在土的抗剪强度中所占比重较小时,加速度与稳定系数的相关性较好。本文进一步比较加速度临界滑动面与稳定系数临界滑动面的关系,发现对于坡角α≥45°的简单边坡,在ξ < 0.1时,加速度临界滑动面与稳定系数临界滑动面是比较接近的。对于加筋土边坡,在筋材较短时,稳定系数较小的区域分布在筋材末端位置;筋材长度较长时,其位置和区域随着筋材长度的增加不再发生明显变化。但加速度较大的区域几乎都分布在筋材末端。相关机理还需要进一步研究。

       

      Abstract: The maximum acceleration can also be used to evaluate the stability of slopes. It has been found that the correlation between the safety factor and the acceleration is more significant when cohesion has smaller weight in shear strength of the soil. In this paper, the correlation between the critical slip surfaces of acceleration and safety factor are further investigated. Results show that for slopes with the slope angle α ≥ 45°, the critical slip surface of acceleration is close to that of safety factor when ξ < 0.1. For reinforced slopes, smaller safety factors are located near the end of the reinforcement when the reinforcement is short. While the location will not change when the reinforcement is long enough. However, the bigger accelerations are always located near the end of the reinforcement, the mechanism of which need further investigation.

       

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