东北大学学报(自然科学版) ›› 2011, Vol. 32 ›› Issue (3): 431-434.DOI: -

• 论著 • 上一篇    下一篇

随机结构面切割岩质边坡空间块体模型及关键块体分析

王述红;张航;张艳桥;张靖杰;   

  1. 东北大学资源与土木工程学院;沈阳市环境保护局;
  • 收稿日期:2013-06-19 修回日期:2013-06-19 发布日期:2013-04-04
  • 通讯作者: -
  • 作者简介:-
  • 基金资助:
    国家自然科学基金资助项目(51074042);;

Random structural plane cutting of a rock slope spatial block model and its key blocks analysis

Wang, Shu-Hong (1); Zhang, Hang (1); Zhang, Yan-Qiao (2); Zhang, Jing-Jie (1)   

  1. (1) School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China; (2) Shenyang Environment Protection Bureau, Shenyang 110011, China
  • Received:2013-06-19 Revised:2013-06-19 Published:2013-04-04
  • Contact: Wang, S.-H.
  • About author:-
  • Supported by:
    -

摘要: 在现场结构面非接触摄影技术采集的基础上,提出基于虚拟网格的、采用随机结构面切割岩体的方法,建立了岩质边坡空间块体模型.并将该模型接入作者团队自主开发研制的三维数值分析系统GeoSMA-3D,进行岩质边坡关键块体搜索和分析.算例表明:该模型具有可以动态添加结构面、易于建立复杂岩体边坡几何模型等优点,并对辽宁某边坡进行了关键块体分析.

关键词: 岩体, 随机不连续面, GeoSMA-3D, 关键块体, 边坡

Abstract: Based on structural plane information collected on-site using noncontact photogrammetry technology, a dummy grid was proposed to establish a roadside rock slope spatial block model utilizing a random structural plane to cut the slope. The model was inserted into a 3-dimensional analysis system (GeoSMA-3D) developed by the authors in order to conduct roadside rock slope key block search and analysis. Calculations showed that the model could dynamically add structural planes and readily establish geometric models for complicated steep rock slopes, as well as analyze key blocks on certain roadside slopes in Liaoning Province.

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