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斗嘴斜坡变形机制及稳定性分析

段波 彭涛 邓安

路基工程Issue(6):156-158,3.
路基工程Issue(6):156-158,3.

斗嘴斜坡变形机制及稳定性分析

Deformation Mechanism and Stability Analysis of Douzhui Slope

段波 1彭涛 2邓安3

作者信息

  • 1. 四川大学水利水电学院,成都610065
  • 2. 中冶成都勘察研究总院有限公司,成都610023
  • 3. 四川省川建勘察设计院,成都610017
  • 折叠

摘要

Abstract

Douzhui slope was deformed under earthquake and continuous rainstorm, which had a negative impact on slope stability. On the basis of site survey, mapping, exploration and indoor test, the deformation characteristics of Douzhui slope are described and the deformation mechanism is analyzed in this paper. The stability of the slope under three typical conditions is separately calculated qualitatively. The results showed that this slope is basically stable, but the toe of #2 slope is facing the road, where human activities are frequent. Therefore, it is recommended to build toe wall and surface drainage ditch to prevent slope instability.

关键词

斜坡/变形机制/稳定性/#2边坡/护脚墙/排水沟

Key words

slope/deformation mechanism/stability/#2 slope/toe wall/drainage ditch

分类

交通工程

引用本文复制引用

段波,彭涛,邓安..斗嘴斜坡变形机制及稳定性分析[J].路基工程,2011,(6):156-158,3.

路基工程

1003-8825

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