岩土力学 ›› 2021, Vol. 42 ›› Issue (8): 2207-2214.doi: 10.16285/j.rsm.2021.0118

• 基础理论与实验研究 • 上一篇    下一篇

基于新主滑趋势方向的矢量和边坡稳定分析方法

陈栋,李红军,朱凯斌   

  1. 中国水利水电科学研究院,北京 100048
  • 收稿日期:2021-01-20 修回日期:2021-03-25 出版日期:2021-08-11 发布日期:2021-08-16
  • 作者简介:陈栋,男,1997年生,硕士研究生,主要从事高土石坝工程方面的研究
  • 基金资助:
    国家重点研发计划(No. 2017YFC0404904);国家自然科学基金(No. 51579033,No. 51509272)。

Vector sum analysis method for slope stability based on new main sliding trend direction

CHEN Dong, LI Hong-jun, ZHU Kai-bin   

  1. China Institute of Water Resources and Hydropower Research, Beijing 100048, China
  • Received:2021-01-20 Revised:2021-03-25 Online:2021-08-11 Published:2021-08-16
  • Supported by:
    This work was supported by the National Key Research and Development Project(2017YFC0404904)and the National Natural Science Foundation of China(51579033, 51509272).

摘要: 矢量和法安全系数求解的关键在于确定边坡的真实应力状态和主滑趋势方向,其求得的安全系数与边坡的真实应力状态和最终确定的滑动趋势方向紧密相关。现有矢量和法多基于单一抗滑力或滑动力确定滑坡体主滑趋势方向,但边坡的滑动实际上是抗滑力和下滑力共同作用的结果,在主滑趋势方向的定义中也需要考虑两者的共同作用。因此,将整个滑坡体作为隔离体,基于隔离体上作用的外荷载,滑动体底部法向力和极限抗滑力的整体矢量合力方向确定主滑趋势方向,进而通过矢量和法安全系数的定义确定滑坡体的安全系数。经理论推导及标准考题验证,基于新主滑趋势方向得到的最危险滑动面位置、安全系数和主滑趋势方向均与常规边坡稳定分析结果具备可比性,且基于新主滑趋势方向的边坡安全评价结果更偏于安全和便于工程师采取更具针对性的边坡支护措施。

关键词: 边坡稳定, 矢量和法, 安全系数, 主滑趋势方向

Abstract: The key to solving the safety factor of the vector sum method lies in determining the real stress state and the main sliding trend direction of the slope. The safety factor obtained by the vector sum method is closely related to the real stress state of the slope and the final sliding trend direction. The existing vector sum method is mostly based on a single anti-slide force or sliding force to determine the main sliding trend direction of the landslide. However, since slope sliding is actually the result of the combined action of the anti-slide force and the sliding force, the combined action of the two needs to be considered in the definition of the main sliding trend direction. In this study, we take the whole landslide body as an analysis object and the main sliding trend direction is first determined based on the overall vector resultant direction of the external load of the isolation body, the normal force, and the ultimate anti-sliding force at the bottom of the sliding body. After that, the safety factor of the landslide body is determined by the definition of the safety factor of the vector sum method. Finally, with the theoretical derivation and verification of standard test questions, the most dangerous sliding surface position, safety factor, and main sliding trend direction derived based on the new main sliding trend direction are comparable with those of the conventional slope stability method. What’s more, the slope safety evaluation based on the new main sliding trend direction are more safe, and more convenient for engineers to take more targeted slope support strategies.

Key words: slope stability, vector sum method, safety factor, main sliding trend direction

中图分类号: TU 42
[1] 邓其宁, 崔玉龙, 王炯超, 郑俊, 许冲, . 三维边坡稳定性计算的ChatGPT辅助编程方法[J]. 岩土力学, 2025, 46(S1): 322-334.
[2] 徐全, 侯靖, 杨剑, 杨昕光, 倪绍虎, 陈鑫. 基于合成岩体技术的岩质边坡稳定性精细化分析[J]. 岩土力学, 2025, 46(7): 2062-2070.
[3] 江沂键, 李焕焕, 朱大勇, 凌道盛, . 考虑推力线位置的边坡线性规划模型与极限平衡上下限解[J]. 岩土力学, 2025, 46(6): 1745-1754.
[4] 邓东平, 徐润冬, 彭一航, 文莎莎. 强度空间非均质性与各向异性特征下边坡稳定性极限平衡滑面应力法[J]. 岩土力学, 2025, 46(1): 55-72.
[5] 张振波, 李秉欣, 杨茜, 刘志春, 刘义, . 近接基坑工程有限土体失稳模式研究[J]. 岩土力学, 2025, 46(1): 266-277.
[6] 林滨强, 章德生, 简文彬, 豆红强, 王浩, 樊秀峰, . 风驱雨作用下植被斜坡稳定性响应研究[J]. 岩土力学, 2024, 45(9): 2765-2774.
[7] 肖明清, 徐晨, 崔岚, 盛谦, 陈健, 谢壁婷, 晏庆明. 基于总安全系数法的系统锚杆支护承载能力试验研究[J]. 岩土力学, 2024, 45(6): 1743-1754.
[8] 柳伟, 徐长节, 杜昊东, 朱怀龙, 王长虹, . 基于修正统一硬化模型的超固结非饱和红黏土边坡稳定分析[J]. 岩土力学, 2024, 45(4): 1233-1241.
[9] THENDAR Yoshua, LIM Aswin. 考虑地下连续墙接缝的深基坑RFD系统研究[J]. 岩土力学, 2024, 45(12): 3717-3727.
[10] 易琪, 孙冠华, 姚院峰, 桂本, 商浩亮, 纪文栋, . 压缩空气储能地下内衬硐库上覆岩体稳定性分析[J]. 岩土力学, 2024, 45(12): 3523-3532.
[11] 邓东平, 彭一航, 柳梦琦, 李媛媛. 滑面极径-应力-强度耦合关联下非线性破坏特征边坡稳定性极限平衡分析方法[J]. 岩土力学, 2024, 45(11): 3235-3258.
[12] 冯嵩, 郑颖人, 高红, . 岩土常规三轴Drucker-Prager准则[J]. 岩土力学, 2024, 45(10): 2919-2928.
[13] 屈小磊, 张云开, 陈悠然, 陈悠扬, 戚承志, . 耦合渗流-变形的数值流形法裂隙岩质边坡稳定性分析[J]. 岩土力学, 2024, 45(1): 313-324.
[14] 周晓敏, 马文著, 张松, 宋宜祥, 刘勇, 和晓楠, . 渗流条件下隧道锚注复合围岩体的解析方法[J]. 岩土力学, 2023, 44(S1): 206-220.
[15] 肖国峰. 改进的岩质凸块的超载储备极限平衡法[J]. 岩土力学, 2023, 44(2): 425-432.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!