CHEN Jiang,GAO Xue-mei,HAN Wen-xi.Application of Trend Surface Analysis in Landslide[J].Research of Soil and Water Conservation,2007,14(06):118-121.
趋势面分析在滑坡防治工程设计中的应用
- Title:
- Application of Trend Surface Analysis in Landslide
- 分类号:
- P642.2;TV73
- 摘要:
- 滑坡治理工程的设计主要依据滑坡面及滑体方量，滑坡的上表面一般很容易得到，而下表面则根据地形图中等高线来确定，但是要得到准确的滑坡面则相对较难，常用的方法是选择适当的个别点进行钻探，测得该点处滑坡厚度，再由此模拟滑坡面。以四川省古蔺县蔺双公路K1+100 m处滑坡的滑动面（带）为例，采用多元统计的趋势面分析方法将滑坡面模拟成空间的一个曲面，求出曲面后则可计算滑坡推力、设计相应的加固方法，还可以通过滑动曲面计算滑坡的总方量。
- Abstract:
- The design in landslide treatment is mainly based on the sliding surface and volume.Usually the upper landslide surface can gain easily, and the lower can gain by the contour in the topographic map.However, it is more difficult to get the accurate surface.The usual method is surveying the thickness of landslide by drilling several places, then simulating the landslide surface.This paper takes the slide surface analysis of landslide at K1+100 along Gulin-Lishuang highway in Sicuan Gulin county as an example, simulates the landslide surface to the spatial curving surface by the application of trend surface analysis of statistics, calculates the propulsion of landslide, designs the improvement method and calculates the total landslide volume according to the slide spatial curving surface.
参考文献/References:
[1] 郭科, 等.多元统计方法及其应用[M].成都:电子科技大学出版社, 2003.
[2] 贵州博晟岩土工程公司.四川省古蔺县蔺双公路K1+100滑坡工程地质勘察报告[R].2003.
[3] 中国科学院水利部成都山地灾害与环境研究.所古蔺镇蔺双公路K1+100滑坡调查报告[R].2002.
[4] 中国科学院水利部成都山地灾害与环境研究所.蔺双公路K1+100滑坡治理工程施工图设计[Z].2003.
[5] 中国地质环境监测院.长江三峡工程库区滑坡防治工程设计与施工技术规程[Z].2001.
相似文献/References:
[1]张黎勇.皖南山区山体滑坡、泥石流的成因及其防治[J].水土保持研究,1997,4(01):171.
Zhang Liyong.The Cause and Prevention of Slideslope, Debris Flow in the Hilly Areas of Southern Anhui Province[J].Research of Soil and Water Conservation,1997,4(06):171.
[2]李树德.中国滑坡、泥石流灾害的时空分布特点[J].水土保持研究,1999,6(04):33.
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备注/Memo
收稿日期:2006-12-15。
作者简介:陈江（1980- ），男，硕士研究生，主要从事岩土及工程地质研究。
通讯作者:韩文喜（1964- ），男，博士，南京水利研究院博士后，香港科技大学访问学者，主要从事岩土工程研究。