斜坡单元提取方法研究进展和展望

王凯, 张少杰, 韦方强

长江科学院院报 ›› 2020, Vol. 37 ›› Issue (6) : 85-93.

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长江科学院院报 ›› 2020, Vol. 37 ›› Issue (6) : 85-93. DOI: 10.11988/ckyyb.20190210
岩土工程

斜坡单元提取方法研究进展和展望

  • 王凯1, 张少杰2,3, 韦方强4
作者信息 +

Slope Unit Extraction Methods: Advances and Prospects

  • WANG Kai1, ZHANG Shao-jie2,3, WEI Fang-qiang4
Author information +
文章历史 +

摘要

基于斜坡单元的区域滑坡力学分析模型建立于连续介质理论之上,但斜坡单元定义及提取方法却未能体现连续介质理论所要求的均一性基本假定。从均一性基本假定的角度梳理各类提取方法的优点和限制,并重点介绍最新方法——MIA-HSU方法。然后,指出目前各种提取方法存在的共性问题,即对DEM精度依赖过大问题、提取结果受人为设定阈值影响的问题、缺乏简便易行的优化方法问题。最后建议斜坡单元提取方法中应重视滑坡区域地质环境边界的提取。

Abstract

Slope unit is an important tool for assessment and prediction of regional landslide hazards. Currently several extraction methods based on the different definitions of slope unit has been proposed. In this paper we aim to analyze and summarize the advantages and limitations of common extraction methods from the view of landslide stability analysis. Among these methods the MIA-HSU method appeared in recent years is introduced in emphasis. Some limitations in common of these methods are drawn as follows: the excessive dependency on DEM resolution, the user-defined thresholds, and the lack of convenient optimization method. Finally, we suggest that future extraction method should pay more attention to the extraction of geologic environment boundary.

关键词

滑坡灾害 / 均一性假定 / 斜坡单元 / 提取方法 / MIA-HSU

Key words

landslide hazards / homogeneous assumption / slope unit / extraction method / MIA-HSU

引用本文

导出引用
王凯, 张少杰, 韦方强. 斜坡单元提取方法研究进展和展望[J]. 长江科学院院报. 2020, 37(6): 85-93 https://doi.org/10.11988/ckyyb.20190210
WANG Kai, ZHANG Shao-jie, WEI Fang-qiang. Slope Unit Extraction Methods: Advances and Prospects[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(6): 85-93 https://doi.org/10.11988/ckyyb.20190210
中图分类号: X43   

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基金

国家重点研发计划重点专项(2018YFC1505503);河南省高等学校重点科研项目(20A560024)

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