铁道建筑
鐵道建築
철도건축
RAILWAY ENGINEERING
2014年
4期
82-85
,共4页
地震滑坡%坡体结构%贡献率%极差分析
地震滑坡%坡體結構%貢獻率%極差分析
지진활파%파체결구%공헌솔%겁차분석
Earthquake landslide%Slope structure%Contributive rate%Range analysis
根据地震滑坡数据资料,基于贡献率分析法和极差分析法,分析了坡体组成、坡度、坡型、斜坡坡向与地层倾向差以及斜坡坡角与地层倾角差共五个坡体结构因素对地震滑坡发育的贡献率。研究表明:坡体结构不仅决定着滑坡的空间分布,而且控制着地震滑坡面积、体积及变形长度;斜坡坡角与地层倾角差、坡度的贡献程度最高,坡体组成的贡献程度中等,坡型、斜坡坡向与地层倾向差的贡献程度最低。研究结果可为以后的滑坡研究及防治提供借鉴参考。
根據地震滑坡數據資料,基于貢獻率分析法和極差分析法,分析瞭坡體組成、坡度、坡型、斜坡坡嚮與地層傾嚮差以及斜坡坡角與地層傾角差共五箇坡體結構因素對地震滑坡髮育的貢獻率。研究錶明:坡體結構不僅決定著滑坡的空間分佈,而且控製著地震滑坡麵積、體積及變形長度;斜坡坡角與地層傾角差、坡度的貢獻程度最高,坡體組成的貢獻程度中等,坡型、斜坡坡嚮與地層傾嚮差的貢獻程度最低。研究結果可為以後的滑坡研究及防治提供藉鑒參攷。
근거지진활파수거자료,기우공헌솔분석법화겁차분석법,분석료파체조성、파도、파형、사파파향여지층경향차이급사파파각여지층경각차공오개파체결구인소대지진활파발육적공헌솔。연구표명:파체결구불부결정착활파적공간분포,이차공제착지진활파면적、체적급변형장도;사파파각여지층경각차、파도적공헌정도최고,파체조성적공헌정도중등,파형、사파파향여지층경향차적공헌정도최저。연구결과가위이후적활파연구급방치제공차감삼고。
The paper refers to the data available concerning the earthquake landslides occurred in the past several years and applies both the contributive-rate analysis and range analysis to look into 5 structural factors-namely slope composition ( M ) ,slope gradient ( α) ,slope type ( T ) ,the difference between the slope aspect and the stratum trend ( θ1 ) ,and the difference between slope gradient and stratum obliquity ( θ2 ) -and their contribution to the occurrence of earthquake landslide. The results indicate that the slope composition affects landslide's spacial distribution,the area,volume and the deformation length. At the same time,it is noticed that the slope gradient and the difference between slope gradient and stratum obliquity are the two most influential factors among all five,followed then by slope composition,while slope type and the difference between slope aspect and the stratum trend are proven to be the least contributive. The study may be of value to the landslide research and its the conclusion of its countermeasures.