斜体结构类型与地质灾害的关系
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- 英文论文题名：The relationship between the slope structure type and the geological disasters in Yushenfu Coal Mining Area
- 论文作者：杜江丽 ; 李永红 ; 姚超伟 ; 刘海南
- 英文论文作者：Du Jiang-li ; LI Yong-hong ; YAO Chao-wei ; Liu Hai-nan ; Shaanxi Institute of Geo-Environment Monitoring
- 年：2015
- 作者机构：陕西省地质环境监测总站;
- 论文关键词：岩土体类型 ; 地质灾害 ; 防治措施 ; 榆神府矿区
- 英文论文关键词：the type of rock-soil mass ; geological disasters ; the prevention and control measures ; Yushenfu Coal Mining Area
- 会议召开时间：2015-12-01
- 会议录名称：2015陕西省地质环境监测总站学术研讨会论文汇编
- 语种：中文
- 分类号：P694;TU43
- 学会代码：SXDH
- 会议名称：2015陕西省地质环境监测总站学术研讨会
- 会议地点：中国陕西西安
- 主办单位：陕西省地质环境监测总站
- 学会名称：陕西省地质环境监测总站
- 页数：6
- 文件大小：1241k
- 原文格式：D
- 会议级别：地方
摘要
岩土体是斜坡的重要物质组成,与地质灾害的形成关系密切,经调查,神木县境内的岩土体主要分为6个工程地质岩组,砂质泥岩夹砂岩碎屑岩、砂泥岩互层碎屑岩、泥岩组、多层土体、风成黄土单层土体、风成中细沙单层土体;这六种岩组构成了5种不同的斜坡体结构类型,进而引发不同的地质灾害,土岩双层结构和岩体单层结构多发生崩塌灾害,土粘土岩双层结构和土体单层结多发生崩塌和滑坡灾害,土岩多层结构多发生崩塌和地面塌陷灾害;根据不同的斜坡岩土体类型引发的地质灾害特点,提出相应的治理措施。本文研究斜坡岩土体结构类型与地质灾害的关联性,旨在研究陕北地区崩塌、滑坡、地面塌陷的形成机理,以期达到针对不同的岩土体类型实施不同的治理工程的目的,这对陕西省乃至全国正在实施的地质灾害详细调查项目有一定的指导意义。
The rock-mass is an important composition of the slope,and closely associated with the formation of geological hazards, After field investigation, the rock-mass is divided into six main engineering geological strata in Shenmu County, sandy mudstone folder sandstone detrital rock, sand shale interbed of clastic rock and mudstone, multi-layer soil, eolian loess layer in the soil, aeolian sand soil layer; These six kinds of petrofabric constitute five different types of slope structure,and causing different geological hazards. Soil-rock double layer structure and rock-mass single layer structure usually occur collapse disasters, soil clay rock double layer structure and soil- mass single layer structure often occur collapse and landslide, rock-soil multilayer structure tend to occur collapse and ground collapse; According to characteristics of the geological disasters caused by different on the types of slope rock mass, puts forward some corresponding control measures.This paper, studies the relationship between the structure type of slope rock and the geological disasters. The formation mechanism of collapse, landslide, and ground collapse in north of shaanxi, in order to achieve different types of rock and soil mass implement differernt regulation project. This research has a certain guiding significance to the detailed investigation of geological disasters taking place in shaanxi province and even the whole country.
The rock-mass is an important composition of the slope,and closely associated with the formation of geological hazards, After field investigation, the rock-mass is divided into six main engineering geological strata in Shenmu County, sandy mudstone folder sandstone detrital rock, sand shale interbed of clastic rock and mudstone, multi-layer soil, eolian loess layer in the soil, aeolian sand soil layer; These six kinds of petrofabric constitute five different types of slope structure,and causing different geological hazards. Soil-rock double layer structure and rock-mass single layer structure usually occur collapse disasters, soil clay rock double layer structure and soil- mass single layer structure often occur collapse and landslide, rock-soil multilayer structure tend to occur collapse and ground collapse; According to characteristics of the geological disasters caused by different on the types of slope rock mass, puts forward some corresponding control measures.This paper, studies the relationship between the structure type of slope rock and the geological disasters. The formation mechanism of collapse, landslide, and ground collapse in north of shaanxi, in order to achieve different types of rock and soil mass implement differernt regulation project. This research has a certain guiding significance to the detailed investigation of geological disasters taking place in shaanxi province and even the whole country.
引文
[1]李永红,何意平,康金栓等.陕北煤矿区地质环境保护与恢复治理措施[J].中国煤炭地质,2014,26(4):41-45.
[2]李永红,刘海南,范立民等.陕北榆神府生态环境脆弱区地质灾害分布规律[J].中国地质灾害与防治学报,2016,27(3):116-121.
[3]范立民.榆神府区煤炭开采强度与地质灾害研究[J].中国煤炭,2014,40(5):52-55.
[4]杜江丽.神木县地质环境质量评价研究[D].西安:西安科技大学,2013.
[5]范立民,张晓团,向茂西等.浅埋煤层高强度开采区地裂缝发育特征[J].煤炭学报,2015,40(6):1142-1147.
[6]江中乐.挂网锚喷在岩质边坡崩塌灾害治理工程中的应用[J].煤炭工程.2013,4(16):44-49.
[7]徐开祥,黄学斌等.滑坡及危岩(崩塌)防治工程措施选择与工程设置[J].中国地质灾害与防治学报.2005,8(4):130-134.
[8]范立民,马雄德,冀瑞君.西部生态脆弱矿区保水采煤研究与实践进展[J].煤炭学报,2015,40(8):1711-1717.
[9]范立民.论保水采煤问题[J].煤田地质与勘探,2005,33(5):53-55.
[10]范立民,李成,陈建平等.矿产资源高强度开采区地质灾害与防治技术[M].北京:科学出版社,2016.
[11]陈建平,范立民,杜江丽等.陕西省矿山地质环境治理现状及变化趋势分析[J].中国煤炭地质,2014,26(9):54-56+64.
[12]李永红,姚超伟,程晓路等.神府煤矿区矿山地质环境问题及恢复治理探讨[J].资源与产业,2014,16(6):112-117.
[13]赵建军,肖建国,向喜琼等.缓倾煤层采空区滑坡形成机制数值模拟研究[J].煤炭学报,2014,39(3):424-429.
[14]贺卫中,向茂西,刘海南等.榆神府矿区地面塌陷特征及环境问题[J].煤田地质与勘探,2016,44(5):131-135.
[2]李永红,刘海南,范立民等.陕北榆神府生态环境脆弱区地质灾害分布规律[J].中国地质灾害与防治学报,2016,27(3):116-121.
[3]范立民.榆神府区煤炭开采强度与地质灾害研究[J].中国煤炭,2014,40(5):52-55.
[4]杜江丽.神木县地质环境质量评价研究[D].西安:西安科技大学,2013.
[5]范立民,张晓团,向茂西等.浅埋煤层高强度开采区地裂缝发育特征[J].煤炭学报,2015,40(6):1142-1147.
[6]江中乐.挂网锚喷在岩质边坡崩塌灾害治理工程中的应用[J].煤炭工程.2013,4(16):44-49.
[7]徐开祥,黄学斌等.滑坡及危岩(崩塌)防治工程措施选择与工程设置[J].中国地质灾害与防治学报.2005,8(4):130-134.
[8]范立民,马雄德,冀瑞君.西部生态脆弱矿区保水采煤研究与实践进展[J].煤炭学报,2015,40(8):1711-1717.
[9]范立民.论保水采煤问题[J].煤田地质与勘探,2005,33(5):53-55.
[10]范立民,李成,陈建平等.矿产资源高强度开采区地质灾害与防治技术[M].北京:科学出版社,2016.
[11]陈建平,范立民,杜江丽等.陕西省矿山地质环境治理现状及变化趋势分析[J].中国煤炭地质,2014,26(9):54-56+64.
[12]李永红,姚超伟,程晓路等.神府煤矿区矿山地质环境问题及恢复治理探讨[J].资源与产业,2014,16(6):112-117.
[13]赵建军,肖建国,向喜琼等.缓倾煤层采空区滑坡形成机制数值模拟研究[J].煤炭学报,2014,39(3):424-429.
[14]贺卫中,向茂西,刘海南等.榆神府矿区地面塌陷特征及环境问题[J].煤田地质与勘探,2016,44(5):131-135.