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强降雨条件下气压对滑坡延时效应研究

韩同春 马世国 徐日庆

岩土力学Issue(5):1360-1366,7.
岩土力学Issue(5):1360-1366,7.

强降雨条件下气压对滑坡延时效应研究

Research on delayed effect of landslides caused by air pressure under heavy rainfall

韩同春 1马世国 2徐日庆1

作者信息

  • 1. 浙江大学 滨海和城市岩土工程研究中心,杭州 310058
  • 2. 浙江大学 软弱土与环境土工教育部重点实验室,杭州 310058
  • 折叠

摘要

Abstract

Under the intense rainfall infiltration, the air in the shallow slope is likely to be confined, and the pore air pressure in air-confining condition increases constantly as the infiltration of rainfall. The physical meaning of the air-closing pressure is illustrated through the force analysis of the wetting front. Compared with the classical Green-Ampt infiltration model, the simplified infiltration model considering the air pressure is used to study the effects of air pressure on the infiltration rate and the moving wetting front. Then the infiltration process and stability analysis of a large area of shallow slope with bedrock beneath is studied through the simplified infiltration model. The results show that the air pressure in the air-confining condition reduces the infiltration rate and the safety factor remarkably, which could also reveal the reason that why some areas had frequent landslides after the rainfall. So considering air pressure for landslide forecasting is greatly significant.

关键词

封闭气体压力/降雨入渗/边坡稳定/延时效应

Key words

air-closing pressure/rainfall infiltration/slope stability/delayed effect

分类

建筑与水利

引用本文复制引用

韩同春,马世国,徐日庆..强降雨条件下气压对滑坡延时效应研究[J].岩土力学,2013,(5):1360-1366,7.

基金项目

国家自然科学基金项目(No.51178423)。 (No.51178423)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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