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地震工况下的岩体开挖坡角确定方法及安全预测研究

宛良朋 刘杰 李建荣 许晓亮 赵宗勇

水利水电技术2012,Vol.43Issue(11):28-30,50,4.
水利水电技术2012,Vol.43Issue(11):28-30,50,4.

地震工况下的岩体开挖坡角确定方法及安全预测研究

Method for determination of excavating angle of rock slope under seismic condition and study on its safety prediction

宛良朋 1刘杰 1李建荣 1许晓亮 1赵宗勇1

作者信息

  • 1. 三峡大学三峡库区地质灾害教育部重点实验室,湖北宜昌 443002
  • 折叠

摘要

Abstract

In order to get the targets of both the effective utilization of funds and the disaster prevention and reduction, a series of optimized design schemes for the excavating angle of rock slope under seismic conditions are put forward herein, and then a simple safety prediction method is presented through the relevant analogy analysis as well. With this method, the disaster-resistant capacity of a rock slope can be preliminarily estimated, when it is weakened to a certain extent. Therefore, the method has an important significance of disaster prevention and reduction for taking strengthening measures on dangerous rock mass in time.

关键词

坡角设计/防灾减灾/优化设计/安全预测

Key words

slope angles design/disaster prevention and reduction/optimization design/safety prediction

分类

建筑与水利

引用本文复制引用

宛良朋,刘杰,李建荣,许晓亮,赵宗勇..地震工况下的岩体开挖坡角确定方法及安全预测研究[J].水利水电技术,2012,43(11):28-30,50,4.

基金项目

三峡大学2011年研究生科研创新基金(2011CX006). (2011CX006)

水利水电技术

OA北大核心CSCDCSTPCD

1000-0860

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