柏永亮, 介玉新, 张彬. 2016: 边坡稳定分析中加速度与安全系数的关系研究. 工程地质学报, 24(s1): 668-672. DOI: 10.13544/j.cnki.jeg.2016.s1.097
    引用本文: 柏永亮, 介玉新, 张彬. 2016: 边坡稳定分析中加速度与安全系数的关系研究. 工程地质学报, 24(s1): 668-672. DOI: 10.13544/j.cnki.jeg.2016.s1.097
    BAI Yongliang, JIE Yuxin, ZHANG Bin. 2016: RELATIONSHIP BETWEEN ACCELERATION AND SAFETY FACTOR IN SLOPE STABILITY ANALYSIS. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 668-672. DOI: 10.13544/j.cnki.jeg.2016.s1.097
    Citation: BAI Yongliang, JIE Yuxin, ZHANG Bin. 2016: RELATIONSHIP BETWEEN ACCELERATION AND SAFETY FACTOR IN SLOPE STABILITY ANALYSIS. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 668-672. DOI: 10.13544/j.cnki.jeg.2016.s1.097

    边坡稳定分析中加速度与安全系数的关系研究

    RELATIONSHIP BETWEEN ACCELERATION AND SAFETY FACTOR IN SLOPE STABILITY ANALYSIS

    • 摘要: 通常情况下,人们一般采用最小安全系数评价边坡的安全性,这也是规范推荐的指标。事实上,采用最大加速度也可以用来评价边坡的安全性。安全系数体现的是边坡的强度储备,加速度是从动力学方面考察边坡当前状态与滑动状态之间的距离,即在运动加速度方面的储备。结合典型无黏性土边坡和黏性土边坡,通过算例分析加速度的主要影响因素,并对最小安全系数和最大加速度之间的关系进行分析。计算结果表明,黏聚力在土的抗剪强度中占的比重越小,加速度与安全系数的相关性越好。

       

      Abstract: Typically, the minimum safety factor is used to evaluate the stability of slopes, which is recommended by many specifications. In fact, the maximum acceleration can also have this capacity and act as an alternative index. The safety factor reflects the reserve in strength of the slope, while the acceleration reflects the reserve in kinematics, i.e., to investigate the current state and sliding state of the slope from the kinematics point of view. In this paper, cohesionless soil slope and cohesive soil slope are analyzed to investigate the main influencing factors of acceleration, and the relationship between the minimum safety factor and the maximum acceleration. Results show that the correlation between the safety factor and the acceleration is more significant when cohesion has smaller weight in shear strength of the soil.

       

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