Database System and Statistical Analysis for Slopes along Mountainous Highway

李红旭; 盛谦; 张勇慧

doi:10.13409/j.cnki.jdpme.2011.06.012

您当前的位置：

首页 >

文章列表页 >

Database System and Statistical Analysis for Slopes along Mountainous Highway

更新时间：2025-12-11

- Database System and Statistical Analysis for Slopes along Mountainous Highway
- Vol. 31, Issue 6, Pages: 675-681(2011)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2011.06.012
  CLC： 416.14
- Published：2011
- 稿件说明：
移动端阅览
[1]李红旭,盛谦,张勇慧.山区公路边坡地质灾害数据库及统计分析[J].防灾减灾工程学报,2011,31(06):675-681.

李红旭, 盛谦, 张勇慧. Database System and Statistical Analysis for Slopes along Mountainous Highway[J]. 2011, 31(6): 675-681.
[1]李红旭,盛谦,张勇慧.山区公路边坡地质灾害数据库及统计分析[J].防灾减灾工程学报,2011,31(06):675-681. DOI： 10.13409/j.cnki.jdpme.2011.06.012.

李红旭, 盛谦, 张勇慧. Database System and Statistical Analysis for Slopes along Mountainous Highway[J]. 2011, 31(6): 675-681. DOI： 10.13409/j.cnki.jdpme.2011.06.012.

摘要

边坡稳定性受多种内外因素的综合影响

正确地认识各影响因素的特征及其对公路边坡稳定性的影响程度

有助于对边坡进行合理的评价

并采取经济有效的防护措施。本文在现场工程地质调查和文献调研的基础上

搜集了622个典型山区公路边坡的地质资料及灾害资料

建立了山区公路边坡地质灾害数据库

统计了各影响因素与边坡失稳频度的关系。统计结果表明

失稳频度能较好的体现边坡影响因素与边坡稳定性状态的关系。

Abstract

Slope stability is affected by multiple internal and external factors.Based on the engineering geological investigation in the field and literature research

the geological data of 622 typical slopes along the mountainous highway are collected

and a slope geological hazard database is established.According to the database and literature results

a statistical analysis is made on the relationship between instability frequency of slope and influencing factors for slope stability.Results show that the instability frequency of the slope can better show the relationship between the state of slope stability and its influencing factors.

关键词

Keywords

references

桂柳高速公路边坡病害特征及主控因素的研究 [J]. 俞敏,全洪波,胡杰刚,黄景芳,谭彬建,黄海. 水文地质工程地质 . 2004(06)

中国地质灾害类型及其特征——基于全国县市地质灾害调查成果分析 [J]. 李媛,孟晖,董颖,胡树娥. 中国地质灾害与防治学报 . 2004(02)

铁路岩石边坡数据库系统 [J]. 谢强,钱惠国. 西南交通大学学报 . 1991(02)

铁路岩石边坡的野外调查和稳定性统计分析 [J]. 钱惠国,李隽蓬. 西南交通大学学报 . 1991(02)

山区高等级公路层状岩质边坡稳定性HSMR快速评价体系研究 [D]. 石豫川. 成都理工大学 2007

基于统计方法的边坡稳定性评价研究 [D]. 刘炎伏. 辽宁工程技术大学 2009

山区高速公路岩质边坡稳定性分级方法研究 [D]. 肖国峰. 中国科学院研究生院（武汉岩土力学研究所） 2007

基于GIS的陕南公路地质灾害数据库建立及危险性评价研究 [D]. 杨天亮. 长安大学 2005

JTG D30-2004. 公路路基设计规范 [S]. 2004

岩质边坡稳定分析[M]. 中国水利水电出版社 , 陈祖煜等著, 2005

Views

282

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study on Simulated Rainfall Effect on Pile-anchor-reinforced Soil Combined Structure for Slope Reinforcement

Analysis of the Overall Stability of the Three Dimensional Geonet Protected Slope

Numerical Simulation of Stability in Loading Dump with Weak Basement

The New Method for Solving the Safety Factor of Slope Based on the 2D Minimum Potential Energy Method

The Sensitivity Analysis of Influence of Rainfall Infiltration on Landslide Stability

Related Author

牌立芳

赵金

吴红刚

李玉瑞

孙国瑞

王云

王广月

宋子岭

Related Institution

No data

⁰