岩土力学 ›› 2019, Vol. 40 ›› Issue (6): 2332-2340.doi: 10.16285/j.rsm.2018.1344

• 基础理论与实验研究 • 上一篇    下一篇

基于GIS的三维对称边坡滑面正应力分布 逼近函数构造

余 国,谢谟文,孙紫豪,刘 鹏   

  1. 北京科技大学 土木与资源工程学院,北京 100083
  • 收稿日期:2018-09-17 出版日期:2019-06-11 发布日期:2019-06-22
  • 通讯作者: 谢谟文,男,1965年生,博士,教授,主要从事地质灾害、GIS信息系统开发、防灾减灾的研究。E-mail:mowenxie@126.com E-mail:yuguo199001@126.com
  • 作者简介:余国,男,1990年生,博士研究生,主要从事岩土工程与GIS方面的研究工作
  • 基金资助:
    国家自然科学基金面上项目(No.41372370)

Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS

YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng   

  1. Civil and Resource Engineering School, University of Science and Technology Beijing, Beijing 100083, China
  • Received:2018-09-17 Online:2019-06-11 Published:2019-06-22
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (41372370).

摘要: 基于栅格柱体单元构造出对称边坡滑面正应力分布的逼近函数,为在GIS(地理信息系统)中建立基于滑面正应力假定的极限平衡法提供了理论计算基础。结合GIS的强大空间数据分析能力,建立出一个基于栅格柱体单元的三维边坡稳定性分析极限平衡模型,且在无任何力的假设条件下,推导出基于栅格单元的滑面正应力分布构成。结合算例分析表明:在滑体滑动方向上,滑面正应力的分布一部分由滑体自重和外力构成,且对滑面正应力的贡献所占比例很大,为已知函数,另一部分由柱间作用力构成,所占比例很小,为未知函数,因此,柱间作用力分布可选用三阶拉格朗日多项式来近似逼近拟合;在垂直于滑体滑动方向上,滑面正应力分布采用抛物线近似逼近拟合;进而构造出对称边坡的基于栅格单元的滑面正应力分布逼近函数。并通过算例对该逼近函数的合理性进行了验证。

关键词: 三维边坡, 极限平衡, 滑面正应力, 逼近函数, GIS, 栅格单元

Abstract: The approximate function of normal stress distribution of symmetrical slope slip surface based on grid element is constructed, which provides a theoretical basis for establishing the limit equilibrium method based on the assumption of normal stress on slip surface in GIS(geographic information systems). Combining GIS's powerful spatial data analysis capabilities, a three-dimensional slope stability analysis model is established based on grid element. Under the assumption that there is no force, the distribution of normal stress on slip surface is deduced. With an analysis example, we can draw a conclusion: in the perspective of the sliding direction of the sliding body, the distribution of the normal stress on slip surface comprises several portions. The largest portion is the dead-weight of the sliding body and the external force, as a known function. The other portion that accounts for a small percentage is consisted of the force between the columns, as an unknown function. Therefore, the approximation function on the distribution of forces between the columns can be performed by a third-order Lagrange polynomials. In the direction perpendicular to the sliding body, the normal stress distribution on slip surface is approximated by parabolic approximation, and then we construct an approximation function of the normal stress distribution of slip surface based on grid element. This kind of approximation function is easily expressed in the GIS. In the end, the rationality of the approximation function is verified by an example.

Key words: three-dimensional slope, limit equilibrium, normal stress on slip surface, approximation function, GIS, grid element

中图分类号: 

  • TU 431
[1] 刘杨, 刘维, 史培新, 赵宇, 王秒, . 超深地连墙成槽富水软弱层局部失稳理论研究[J]. 岩土力学, 2020, 41(S1): 9-18.
[2] 孙曦源, 衡朝阳, 周智, 张剑涛. 某超浅埋过街通道围岩压力的极限平衡求解方法[J]. 岩土力学, 2020, 41(S1): 312-318.
[3] 肖世国, 刘航, 于昕左. 水平柔性拉筋式重力墙−坡体地震整体 稳定性分析方法[J]. 岩土力学, 2020, 41(6): 1836-1844.
[4] 江南, 黄林, 冯君, 张圣亮, 王铎, . 铁路悬索桥隧道式锚碇设计计算方法研究[J]. 岩土力学, 2020, 41(3): 999-1009.
[5] 陈建功, 李 会, 贺自勇, . 基于变分法的均质土坡稳定性分析[J]. 岩土力学, 2019, 40(8): 2931-2937.
[6] 张海娜, 陈从新, 郑 允, 孙朝燚, 张亚鹏, 刘秀敏, . 坡顶荷载作用下岩质边坡弯曲倾倒破坏分析[J]. 岩土力学, 2019, 40(8): 2938-2946.
[7] 余国, 谢谟文, 胡庆忠, 靳玉鹏, . 基于GIS的库岸滑坡滑速计算方法[J]. 岩土力学, 2019, 40(7): 2781-2788.
[8] 韩同春, 林博文, 何露, 苏钰钦, . 基于GIS与数值模拟软件耦合的 三维边坡建模方法及其稳定性研究[J]. 岩土力学, 2019, 40(7): 2855-2865.
[9] 李书兆, 王忠畅, 贾 旭, 贺林林, . 软黏土中张紧式吸力锚循环承载力简化计算方法[J]. 岩土力学, 2019, 40(5): 1704-1712.
[10] 余 国, 谢谟文, 郑正勤, 覃事河, 杜 岩, . 基于GIS的边坡稳定性计算方法研究[J]. 岩土力学, 2019, 40(4): 1397-1404.
[11] 胡田飞, 刘建坤, 王天亮, 岳祖润, . 粉质黏土变形特性的冻融循环效应及其双屈 服面本构模型[J]. 岩土力学, 2019, 40(3): 987-997.
[12] 温树杰,梁 超,宋亮亮,刘 刚,. 基于最小势能法的三维临界滑裂面搜索方法[J]. , 2018, 39(7): 2708-2714.
[13] 闫澍旺,李 嘉,闫 玥,陈 浩,. 黏性土地基中竖向圆孔的极限稳定深度研究[J]. , 2018, 39(4): 1176-1181.
[14] 刘振平,杜根明,蔡 洁,周 凡,刘 建,卞 康,. 基于MeshPy的3DGIS与三维有限元数值计算无缝耦合方法[J]. , 2018, 39(10): 3841-3852.
[15] 李建朋 ,聂庆科,刘泉声,贾向新,. 唐山市岩溶地面塌陷稳定性评价的 Logistic回归模型[J]. , 2017, 38(S2): 250-256.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!