Stability analysis and visualization of rock slope blocks based on coordinate projection method

GAO Bing-li; LI Duo; LI Lang; CHEN Li-cheng; YANG Zhi-fa

doi:10.16285/j.rsm.2021.1059

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Stability analysis and visualization of rock slope blocks based on coordinate projection method

更新时间：2026-06-25

- Stability analysis and visualization of rock slope blocks based on coordinate projection method
- Vol. 43, Issue 1, Pages: 181-194(2022)
- 作者机构：
  
  1. 西安科技大学建筑与土木工程学院,陕西,西安,710054
  2. 机械工业勘察设计研究院有限公司,陕西,西安,710043
  3. 苏州飞搜科技公司,江苏,苏州,215124
  4. 中国科学院地质与地球物理研究所,北京,100029
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2021.1059
  CLC： TU457
- Online First：07 January 2022，
  
  Published：2022
- 稿件说明：
移动端阅览
GAO Bing-li, LI Duo, LI Lang, et al. Stability analysis and visualization of rock slope blocks based on coordinate projection method[J]. 2022, 43(1): 181-194.
DOI：

GAO Bing-li, LI Duo, LI Lang, et al. Stability analysis and visualization of rock slope blocks based on coordinate projection method[J]. 2022, 43(1): 181-194. DOI： 10.16285/j.rsm.2021.1059.

摘要

块体塌落或滑动是岩质边坡工程的重要破坏形式之一，因此块体稳定性分析是岩质边坡工程中一项极为重要的内容。以浙江仙居县神仙居岩质边坡为研究背景，对块体稳定性分析及可视化进行研究。基于线性回归法和非均匀有理B样条法提出拟合结构面和临空面的新方法。基于坐标投影法提出单滑面和双滑面型块体的稳定系数计算方法，将无人机与坐标投影法结合，并基于Matlab开发出适于岩质边坡工程中平面多面体块体和曲面块体稳定性分析的CPG程序。该程序可实现结构面、临空面及不稳定块体的空间表示及可视化。工程实践表明，该研究可高效、准确地处理落石、崩塌等工程地质灾害问题。程序计算结果与坐标投影块体理论计算结果基本一致，块体稳定性分析方法可靠，开发的CPG程序可行，可大幅提高块体稳定性分析效率，具有实际工程意义。

Abstract

Block collapse or sliding is one of the main failure modes of rock slope engineering. Namely

block stability analysis plays a key role in rock slope engineering. Taking the Shenxianju rock slope in Xianju County

Zhejiang Province as the research background

this paper mainly conducts the stability analysis and visualization of rock blocks. A new method for fitting structural planes and free faces is proposed based on the linear regression method and the non-uniform rational B-spline method. Then

based on the coordinate projection method

the method for calculating the stability coefficient of the single-sided sliding surface and double-sided sliding surface blocks is proposed. Finally

the unmanned aerial vehicle (UAV) measurement technology combined with the coordinate projection method is used to develop a CPG program using Matlab

which can be adopted in the stability analysis of planar polyhedron blocks and curved blocks in rock slope engineering. This program enables the spatial representation and visualization of structural planes an free faces and unstable blocks. Engineering practice shows that the new proposed method is effectively applicable to engineering geological disasters

such as rockfall and collapse. The results of program calculation are basically consistent with those of the coordinate projection block theory

demonstrating that this method is reliable and the developed CPG program is feasible. This method is of vital significance in practical engineering since it can greatly improve the efficiency of block stability analysis.

关键词

Keywords

references

Views

466

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of stability of soft-hard interbedded slope based on degradation of strength parameters

Stability analysis of high rock slope based on meticulous description of complex structure

Research on dynamic response of rock slope with weak layer

Application of stress monitoring to highway rock slope

Stability analysis of anchored rock slope based on Barton-Bandis failure criterion

Related Author

LIANG De-ming

LI Chang-dong

YONG Rui

WANG Jiao

HU Bin

DU Peng-zhao

LIU Jian

HAN Zhi-qiang

Related Institution

Faculty of Engineering, China University of Geosciences

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Sui-Yue Expressway Construction Manayement Office of Province

College of Geology Engineering and Geomatics，Chang′an University, Xi′an

Department of Geotechnical Engineering, Tongji University

AI问答

⁰