CN105005646A - Holographic method for analyzing stability safety of side slope - Google Patents
Holographic method for analyzing stability safety of side slope Download PDFInfo
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Abstract
本发明公开一种边坡稳定安全分析全息法,其获得的数据准确、全面。这种边坡稳定安全分析全息法,包括步骤:(1)对给定边坡滑动面的滑入点和滑出点的位置,计算指定滑动机制和/或限制条件下的所有滑动面的安全系数;(2)通过优化方法找到通过滑入点和滑出点这两点中满足指定滑动机制和/或限制条件下的所有滑动面中安全系数最小的滑动面。
The invention discloses a holographic method for slope stability and safety analysis, which can obtain accurate and comprehensive data. This holographic method for safety analysis of slope stability includes the following steps: (1) For the positions of the slide-in point and the slide-out point of a given slope slide surface, calculate the security of all slide surfaces under specified sliding mechanisms and/or constraints coefficient; (2) Find the sliding surface with the smallest safety factor among all sliding surfaces satisfying the specified sliding mechanism and/or constraint conditions through the sliding-in point and the sliding-out point through the optimization method.
Description
技术领域technical field
本发明属于土木工程、岩土工程、水利水电与交通工程的边坡技术领域,具体地涉及一种边坡稳定安全分析全息法,主要用于边坡的稳定分析及边坡处理设计。The invention belongs to the technical field of slopes in civil engineering, geotechnical engineering, water conservancy and hydropower and traffic engineering, and in particular relates to a holographic method for slope stability and safety analysis, which is mainly used for slope stability analysis and slope treatment design.
背景技术Background technique
边坡的稳定安全性分析方法有很多,主要方法分为极限平衡法和有限元强度折减法两类。极限平衡法是先计算给定滑动面的安全系数,再通过优化技术找到最危险滑动面;有限元强度折减法是通过分析塑性连通区域确定最危险滑动面。一方面在最危险滑动面的确定方面方法还未成熟,另一方面最终得到的边坡稳定性信息主要是最危险滑动面位置和最小滑动安全系数,信息比较单一。There are many methods for slope stability and safety analysis, the main methods are divided into limit equilibrium method and finite element strength reduction method. The limit equilibrium method is to calculate the safety factor of a given sliding surface first, and then find the most dangerous sliding surface through optimization technology; the finite element strength reduction method is to determine the most dangerous sliding surface by analyzing the plastic connected area. On the one hand, the method for determining the most dangerous sliding surface is still immature; on the other hand, the final slope stability information is mainly the position of the most dangerous sliding surface and the minimum sliding safety factor, and the information is relatively simple.
发明内容Contents of the invention
本发明的技术解决问题是:克服现有技术的不足,提供一种边坡稳定安全分析全息法,其获得的数据准确、全面。The technical problem of the present invention is to overcome the deficiencies of the prior art and provide a holographic method for slope stability and safety analysis, the data obtained by which are accurate and comprehensive.
本发明的技术解决方案是:这种边坡稳定安全分析全息法,包括以下步骤:The technical solution of the present invention is: this slope stability safety analysis holographic method comprises the following steps:
(1)对给定边坡滑动面的滑入点和滑出点的位置,计算指定滑动机制和/或限制条件下的一定分辨率间隔的所有滑动面的安全系数;(1) For the position of the slide-in point and the slide-out point of the given slope sliding surface, calculate the safety factor of all sliding surfaces at a certain resolution interval under the specified sliding mechanism and/or constraint conditions;
(2)通过优化方法找到通过滑入点和滑出点这两点中满足指定滑动机制和/或限制条件下的所有滑动面中安全系数最小的滑动面。(2) Find the sliding surface with the smallest safety factor among all sliding surfaces satisfying the specified sliding mechanism and/or constraint conditions through the sliding-in point and the sliding-out point through the optimization method.
(3)给出以滑入点、滑出点位置为纵横坐标轴的边坡稳定安全系数等值线图。(3) Give the slope stability safety coefficient contour map with the slide-in point and slide-out point positions as the vertical and horizontal axes.
本发明通过计算指定滑动机制和/或限制条件下的所有滑动面的安全系数,然后通过优化方法找到通过滑入点和滑出点这两点中满足指定滑动机制和/或限制条件下的所有滑动面中安全系数最小的滑动面,并给出以滑入滑出点的位置为纵横坐标的安全系数等值线图。所以获得的数据准确、全面。The present invention calculates the coefficient of safety of all sliding surfaces under the specified sliding mechanism and/or limiting conditions, and then finds all the sliding surfaces satisfying the specified sliding mechanism and/or limiting conditions through the two points of the sliding-in point and the sliding-out point through an optimization method. The sliding surface with the smallest safety factor in the sliding surface, and the safety factor contour map with the position of the sliding in and out point as the vertical and horizontal coordinates is given. Therefore, the data obtained are accurate and comprehensive.
附图说明Description of drawings
图1a示出了实施根据本发明的方法得到的边坡圆弧滑动机制的安全系数等值线;图1b示出了最小安全系数滑动面圆弧。Fig. 1a shows the safety factor contour of the slope circular arc sliding mechanism obtained by implementing the method according to the present invention; Fig. 1b shows the minimum safety factor sliding surface arc.
图2示出了根据本发明的边坡稳定安全分析全息法的流程图。Fig. 2 shows a flow chart of the holographic method for safety analysis of slope stability according to the present invention.
具体实施方式Detailed ways
如图2所示,这种边坡稳定安全分析全息法,包括以下步骤:As shown in Figure 2, this holographic method for safety analysis of slope stability includes the following steps:
(1)对给定边坡滑动面的滑入点和滑出点的位置,计算指定滑动机制和/或限制条件下的所有滑动面的安全系数;(1) For the positions of the slide-in point and the slide-out point of the given slope sliding surface, calculate the safety factor of all sliding surfaces under the specified sliding mechanism and/or constraints;
(2)通过优化方法找到通过滑入点和滑出点这两点中满足指定滑动机制和/或限制条件下的所有滑动面中安全系数最小的滑动面。(2) Find the sliding surface with the smallest safety factor among all sliding surfaces satisfying the specified sliding mechanism and/or constraint conditions through the sliding-in point and the sliding-out point through the optimization method.
本发明通过计算指定滑动机制和/或限制条件下的所有滑动面的安全系数,然后通过优化方法找到通过滑入点和滑出点这两点中满足指定滑动机制和/或限制条件下的所有滑动面中安全系数最小的滑动面,所以获得的数据准确、全面。The present invention calculates the coefficient of safety of all sliding surfaces under the specified sliding mechanism and/or limiting conditions, and then finds all the sliding surfaces satisfying the specified sliding mechanism and/or limiting conditions through the two points of the sliding-in point and the sliding-out point through an optimization method. The sliding surface has the smallest safety factor in the sliding surface, so the obtained data is accurate and comprehensive.
另外,如图1a、1b所示,在所述步骤(2)中指定滑动机制为圆弧滑动机制,滑入点、滑出点、滑弧拱高确定一个滑动面,以滑弧拱高为变量,按照指定间隔计算每一滑弧拱高的滑弧的安全系数,再采用一维优化方法,计算每一极小点滑弧,并找出安全系数最小的滑动面的位置。In addition, as shown in Figures 1a and 1b, in the step (2), the sliding mechanism is designated as a circular arc sliding mechanism, and a sliding surface is determined by the sliding in point, the sliding out point, and the sliding arc arch height, and the sliding arc arch height is Variable, calculate the safety factor of the sliding arc of each sliding arc arch height according to the specified interval, and then use the one-dimensional optimization method to calculate the sliding arc of each minimum point, and find the position of the sliding surface with the smallest safety factor.
另外,所有计算过安全系数的滑弧的数据存入数据库。In addition, all the slip arc data with calculated safety factors are stored in the database.
另外,该方法还包括步骤(3)以边坡滑入点和滑出点位置为纵横坐标,获得边坡稳定安全系数的等值线图。In addition, the method further includes the step (3) taking the position of the slide-in point and the slide-out point as vertical and horizontal coordinates to obtain a contour map of the slope stability safety factor.
另外,以滑入点和滑出点位置为优化变量,优化得到边坡指定滑动机制和/或限制条件下的最危险滑动面和最小安全系数。In addition, taking the positions of the slip-in point and the slip-out point as optimization variables, the most dangerous sliding surface and the minimum safety factor under the specified sliding mechanism and/or limiting conditions of the slope are obtained through optimization.
另外,对于每个指定坐标间隔的滑入点和滑出点位置,计算对应的最小安全系数和最危险滑动面,以便查询滑动安全系数随滑动深度变化信息。In addition, for each specified coordinate interval of the slide-in point and slide-out point, calculate the corresponding minimum safety factor and the most dangerous sliding surface, so as to query the information on the change of the sliding safety factor with the sliding depth.
以下更详细地说明本发明。The present invention is explained in more detail below.
以滑入点和滑出点位置为纵横坐标,对任意可能的滑入滑出点坐标范围内的一点(滑入与滑出点坐标对),优化求出给定滑动机制和(或)限制条件(如圆弧滑动机制,滑动深度大于某一值)的所有滑弧中安全系数最小的滑弧,并以一定的坐标分辨率遍历所有点,从而可以得到给定滑入滑出点位置的边坡最小滑动安全系数数据,并获得这些数据中的安全系数最小点。据此数据可以绘制以滑入滑出点位置为纵横坐标的边坡滑动安全系数等值线图。以上述最小安全系数点为起点,以滑入、滑出点位置为优化变量,可以找到准确的最危险滑动面位置和最小安全系数滑弧。Taking the position of the slide-in point and the slide-out point as the vertical and horizontal coordinates, for any point within the coordinate range of the slide-in point and the slide-out point (coordinate pair of the slide-in point and the slide-out point), optimize the given sliding mechanism and (or) limit conditions (such as arc sliding mechanism, sliding depth is greater than a certain value) in all sliding arcs with the smallest safety factor, and traverse all points with a certain coordinate resolution, so that the position of the given sliding in and out points can be obtained Slope minimum sliding safety factor data, and obtain the minimum safety factor point in these data. Based on this data, the slope sliding safety coefficient contour map can be drawn with the position of the sliding in and out point as the vertical and horizontal coordinates. Taking the aforementioned minimum safety factor point as the starting point, and taking the slide-in and slide-out point positions as optimization variables, the accurate position of the most dangerous sliding surface and the minimum safety factor sliding arc can be found.
更具体地来说,首先,对给定边坡滑动面的滑入点和滑出点位置,计算给定滑动机制和/或限制条件的任意滑动面的安全系数,采用优化方法找出通过给定滑入滑出点的最危险滑动面。以圆弧滑动机制为例,滑入、滑出点位置+滑弧拱高唯一确定一个滑动面。以拱高为变量,按照一定间隔求出每一拱高的滑弧的安全系数,再采用一维优化方法,求出每一极小点滑弧,并找出最危险滑动面位置,所有计算过安全系数的滑弧数据都存入数据库,便于边坡稳定设计查询。More specifically, firstly, for the slide-in point and slide-out point positions of a given slope sliding surface, the safety factor of any sliding surface with a given sliding mechanism and/or constraints is calculated, and an optimization method is used to find out by giving The most dangerous sliding surface to determine the sliding in and out points. Taking the arc sliding mechanism as an example, the position of the sliding in and out points + the arch height of the sliding arc uniquely determines a sliding surface. Taking the arch height as a variable, calculate the safety factor of the sliding arc of each arch height according to a certain interval, and then use the one-dimensional optimization method to obtain the sliding arc of each minimum point, and find the most dangerous sliding surface position, all calculations The slip arc data with safety factor are stored in the database, which is convenient for slope stability design query.
其次,以给定坐标间隔,求出所有可能的滑入滑出点对的最小安全系数和最危险滑动面位置,并绘制等值线图。根据安全系数等值线图和计算结果数据文件,可以查询任意滑入滑出点对应的稳定安全系数及滑弧信息。Secondly, at a given coordinate interval, the minimum safety factor and the most dangerous sliding surface position of all possible sliding-in and sliding-out point pairs are obtained, and the contour map is drawn. According to the safety factor contour diagram and the calculation result data file, the stability safety factor and slip arc information corresponding to any sliding point can be queried.
第三,以上述计算结果中最危险滑动面为优化起点,采用优化方法找出最小安全系数的滑动面及其安全系数。Third, take the most dangerous sliding surface in the above calculation results as the optimization starting point, and use the optimization method to find the sliding surface with the minimum safety factor and its safety factor.
以上所述,仅是本发明的较佳实施例,并非对本发明作任何形式上的限制,凡是依据本发明的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均仍属本发明技术方案的保护范围。The above are only preferred embodiments of the present invention, and are not intended to limit the present invention in any form. Any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention are still within the scope of this invention. The protection scope of the technical solution of the invention.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105279381A (en) * | 2015-11-09 | 2016-01-27 | 华能澜沧江水电股份有限公司 | Method for evaluating influence of earthquake on stability and safety of side slope |
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CN105653793A (en) * | 2015-12-29 | 2016-06-08 | 山东海量信息技术研究院 | Random verification method and apparatus |
CN105653793B (en) * | 2015-12-29 | 2019-03-05 | 山东海量信息技术研究院 | A kind of method and device of accidental validation |
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CN108316320A (en) * | 2018-01-31 | 2018-07-24 | 青岛理工大学 | Unstable slope reinforcement design method |
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