张年学, 盛祝平, 祁生文. 2018: 均质坡设计最小安全系数的非圆弧曲线搜寻法. 工程地质学报, 26(1): 241-248. DOI: 10.13544/j.cnki.jeg.2018.01.024
    引用本文: 张年学, 盛祝平, 祁生文. 2018: 均质坡设计最小安全系数的非圆弧曲线搜寻法. 工程地质学报, 26(1): 241-248. DOI: 10.13544/j.cnki.jeg.2018.01.024
    ZHANG Nianxue, SHENG Zhuping, QI Shengwen. 2018: NONCIRCULAR CURVE SEARCHING FOR DETERMINING THE MINIMUM SAFETY FACTOR IN DESIGNING A HOMOGENEOUS SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 26(1): 241-248. DOI: 10.13544/j.cnki.jeg.2018.01.024
    Citation: ZHANG Nianxue, SHENG Zhuping, QI Shengwen. 2018: NONCIRCULAR CURVE SEARCHING FOR DETERMINING THE MINIMUM SAFETY FACTOR IN DESIGNING A HOMOGENEOUS SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 26(1): 241-248. DOI: 10.13544/j.cnki.jeg.2018.01.024

    均质坡设计最小安全系数的非圆弧曲线搜寻法

    NONCIRCULAR CURVE SEARCHING FOR DETERMINING THE MINIMUM SAFETY FACTOR IN DESIGNING A HOMOGENEOUS SLOPE

    • 摘要: 挖方边坡设计的目标是确定设计安全系数下的坡角和坡高,设计边坡是安全系数大于1的稳定边坡,不存在滑面,搜索的目的是寻找与设计安全系数相等的最小剪应比(面)。提出一种非常简单的指数型曲线搜索法,可搜索存在地下水的均质坡设计最小安全系数与其相应的坡角或坡高。从坡肩向外,进行等步长点搜索通过坡趾的曲线族。在每一点、指数由1逐渐增大变动指数曲线,对曲线与坡面线间的坡体进行条分,把每个条块底面抗剪强度与剪应力分解为水平与垂直分力,根据平行力系可移动原理,求各条块抗剪强度与剪应力的水平分力与垂直分力的合力,然后计算该曲线剪应比面的抗剪强度与剪应力,得到该剪应比面的剪应比,逐点对剪应比大小进行比较,搜索出曲线族的最小剪应比,直到通过某点的指数曲线的最小剪应比等于设计安全系数为止。通过3个算例与其他方法计算结果进行对比,表明这一方法的有效性具有实用价值,提出边坡设计应以最小安全系数为主要参照标准。

       

      Abstract: The goal of design for an excavated slope is to determine a slope angle and a slope height within a design value of safety factor. Therefore, the purpose of searching for the potential slip surface is to find out a plane where the minimum ratio of shear resistance and force occurs under the design value of safety factor. This paper presents a very simple exponential curve searching method. It can be used to search for the minimum value of safety factor in a slope with groundwater and determine the corresponding slope angle and height. The curve searching starts from the slope shoulder. The searching continues along the upper slope at an equal interval and generates a family of curves going through the slope toe and the specified point on the upper slope as the power continues to increase from 1. They can be treated as potential shear surfaces, which will allow us to delineate a potential sliding body. The sliding body is then divided into a number of vertical slices so that shear forces and shear resistance and their horizontal and vertical components of forces can be calculated for each slice. According to parallelogram law of forces, one can find the resultant force from the horizontal and vertical components of forces from all the slices and the resultant strength in a similar way. By comparing the shear strength and shear force along this sliding surface, one can obtain the ratio of the shear resistance and shear force. By comparing the ratios between those potential sliding surfaces, a minimum ratio can be found for each family of curves. The searching continues until the minimum ratio is equal to the design factor of safety. For comparison we use the Sarma method to calculate the minimum safety factor of the slope body delineated by the exponential curve searching method. Three case studies are used to demonstrate the applicability of the exponential curve searching method in comparison with other methods. At the end we recommend that the minimum safety factor be used as a major standard guideline for slope design.

       

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