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强降雨条件下某弃土场边坡稳定性研究

Study on slope stability of a slope of spoil ground under heavy rainfall conditions
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摘要 根据某弃土场工程实践,采用Geo-Studio软件模拟极端暴雨情况下该弃土场孔隙水压力及稳定性变化情况。结果表明,暴雨条件下边坡的稳定性不满足要求,应积极采取相关边坡防护措施。 According to the engineering practice of a spoil ground,the change of pore water pressure and stability of the dump under extreme rainstorm is simulated by Geo-Studio software. The results show that the slope stability under rainstorm conditions does not meet the requirements,and relevant slope protection measures should be taken actively.
作者 李智 Li Zhi(China University of Geosciences(Wuhan),Wuhan 430074,China)
出处 《山西建筑》 2019年第21期69-70,共2页 Shanxi Architecture
关键词 弃土场 孔隙水压力 稳定性 apoil ground pore water pressure stability
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