| 注册
首页|期刊导航|地质力学学报|宝鸡渭河北岸大型深层黄土滑坡基本特征与稳定性研究

宝鸡渭河北岸大型深层黄土滑坡基本特征与稳定性研究

孟静 胡秋韵 石菊松 辛鹏 李滨 王涛

地质力学学报2018,Vol.24Issue(1):78-86,9.
地质力学学报2018,Vol.24Issue(1):78-86,9.DOI:10.12090/j.issn.1006-6616.2018.24.01.009

宝鸡渭河北岸大型深层黄土滑坡基本特征与稳定性研究

RESEARCH ON BASIC FEATURES AND STABILITY OF LARGE AND DEEP-SEATED LOESS LANDSLIDE ON THE NORTH BANK OF THE WEIHE RIVER IN BAOJI AREA

孟静 1胡秋韵 2石菊松 3辛鹏 3李滨 1王涛2

作者信息

  • 1. 国土资源部新构造运动与地质灾害重点实验室,北京100081
  • 2. 中国地质科学院地质力学研究所,北京100081
  • 3. 中国地质调查局,北京100037
  • 折叠

摘要

Abstract

The Yangjiacun large scale deep-seated loess landslide on the north bank of the Weihe River in Baoji area is taken as the research sample in this article.Field geological detailed survey,engineering geological exploration as well as high density DC resistivity geophysical exploration method were comprehensively applied to reveal the basic features and stability of the Yangjiacun landslide.The research findings indicate that:The Yangjiacun landslide is a deep-seated multiple rotational loess landslide with a general shape of circular arc characteristic sliding surface.The northern Weihe fault just passes through from the central part of the Yangjiacun landslide mass,which might control the structure features of the landslide.The deformation of the Neogene Sanmen formation clay layers serves as the main internal cause of landslide occurrence.Comprehensive evaluation results indicate that the Yangjiacun landslide mass generally is in a stable state;however,the local deformation of landslide toe should be paid attention to.The research results will provide basis for early warning and risk control of the Yangjiacun landslide.

关键词

大型深层黄土滑坡/高密度直流电阻率法/活动断裂带/滑坡稳定性

Key words

large scale deep-seated loess landslide/high density direct current resistivity method/active fault zone/landslide stability

分类

天文与地球科学

引用本文复制引用

孟静,胡秋韵,石菊松,辛鹏,李滨,王涛..宝鸡渭河北岸大型深层黄土滑坡基本特征与稳定性研究[J].地质力学学报,2018,24(1):78-86,9.

基金项目

国家自然科学基金资助项目(40802085) (40802085)

科技支持计划项目(2012BAK10B02) (2012BAK10B02)

地质力学学报

OACSCDCSTPCD

1006-6616

访问量8
|
下载量0
段落导航相关论文