散粒体斜坡产屑率及监测模型研究

阳博,裴向军,杨志强,罗路广

长江科学院院报 ›› 2019, Vol. 36 ›› Issue (9) : 71-76.

PDF(1895 KB)
PDF(1895 KB)
长江科学院院报 ›› 2019, Vol. 36 ›› Issue (9) : 71-76. DOI: 10.11988/ckyyb.20180073
工程安全与灾害防治

散粒体斜坡产屑率及监测模型研究

  • 阳博,裴向军,杨志强,罗路广
作者信息 +

Debris Yield and Monitoring Model of Granular Soil Slope

  • YANG Bo, PEI Xiang-jun, YANG Zhi-qiang, LUO Lu-guang
Author information +
文章历史 +

摘要

广泛发育于我国西部高寒山区的散粒体斜坡,与崩塌、泥石流等地质灾害伴生形成灾害链,其规模大小与产屑率息息相关。为了研究散粒体斜坡的产屑率及其预警级别,以中巴公路和天山公路为例,利用三维激光扫描技术对比不同时期点云数据计算产屑率,通过简化条件建立监测预警模型,得出清理时间间隔公式和预警级别判定标准,对比5处散粒体斜坡实例计算结果,得到的预警级别基本与现场调查情况相符。研究成果可供估计散粒体斜坡清理时间和防治工程设计时参考。

Abstract

Extensively developed in the high and cold mountainous areas in west China, granular soil slopes give rise to disaster chains accompanied with collapses and debris flows. The scale of such disaster chain is closely related with the debris yield rate of granular soil slope. With the Sino-Pakistan highway and the Tianshan highway as case study, we investigated the debris yield rate by comparing the point-cloud data in different time periods via 3D laser scanning approach, and further built a monitoring and results of early-warning model to obtain the cleaning time intervals and the criteria of early-warning levels. By comparing the predicted early-warning levels of five granular soil slopes, we found that the predicted results are in general consistent with in situ survey results. The research findings can be taken as reference for estimating the cleaning time duration and the design of prevention and control of granular soil slopes.

关键词

散粒体斜坡 / 产屑率 / 三维激光扫描 / 预警监测模型 / 清理时间间隔

Key words

granular soil slope / debris yield rate / three-dimensional laser scanning / early warning and monitoring model / time intervals of cleaning

引用本文

导出引用
阳博,裴向军,杨志强,罗路广. 散粒体斜坡产屑率及监测模型研究[J]. 长江科学院院报. 2019, 36(9): 71-76 https://doi.org/10.11988/ckyyb.20180073
YANG Bo, PEI Xiang-jun, YANG Zhi-qiang, LUO Lu-guang. Debris Yield and Monitoring Model of Granular Soil Slope[J]. Journal of Changjiang River Scientific Research Institute. 2019, 36(9): 71-76 https://doi.org/10.11988/ckyyb.20180073
中图分类号: P694   

参考文献

[1] BLONG R J.A Numerical Classification of Selected Landslide of Debris Flows. Engineering Geology, 1973, 7(2):341-359.
[2] CAINE N.The Rainfall Intensity-duration Control of Shallow Landslide and Debris Flows. Geografiska Annaler: Series A, Physical Geography,1980,62(1/2):23-37.
[3] BAK P, TANG C, WIESENFELD K. Self-organized Criticality: An Explanation of 1/f Noise. Physical Review Letters, 1987,59(4):381-384.
[4] BAK P, TANG C, WIESENFELD K. Self-organized Criticality. Physical Review A, 1988,11(1): 3664-3674.
[5] 陈 瑞,罗德富,毛济周.川藏公路西藏境内山地灾害及防治对策 .西南公路,1995(4):18-22.
[6] 尚彦军,杨志法,廖秋林,等.雅鲁藏布江大拐弯北段地质灾害分布规律及防治对策.中国地质灾害与防治学报,2001,12(4):30-40.
[7] 裴 钻.高寒山区散粒体斜坡形成演化过程及灾变机理研究.成都:成都理工大学,2016.

基金

交通运输部科技项目(2013318797110)

PDF(1895 KB)

Accesses

Citation

Detail

段落导航
相关文章

/