摘要
针对降雨诱发滑坡的机理,从定量化的角度,研究滑坡安全系数与降雨强度和降雨历时的关系。采用降雨滑坡模型试验监测边坡在不同降雨强度、降雨历时下发生破坏的过程,通过室内试验测定含水率、密度和抗剪强度指标等物理力学指标,然后对滑坡和降雨之间的关系进行归纳分析。研究结果表明:滑坡安全系数和降雨强度、降雨历时之间存在定量关系,并拟合出相关公式。通过Midas数值模拟进行对比分析,从而验证了拟合公式的可靠性。
In view of the mechanism of rainfall induced landslides,this paper researched the relationship between landslide safety coefficient and the intensity and duration of rainfall from the aspect of quantitative.The rainfall landslide model test monitored the slope destruction process in different intensity and duration of rainfall,and the physical mechanics indexes such as the water content,density and shear strength could be determined by the laboratory test.Then the relationship between rainfall and landslide could be summarized.The results show that there is a quantitative relationship between the landslide safety coefficient and the intensity and duration of rainfall,and the relevant formula is fitted out in this paper.Then,the reliability of the formula is verified through the comparison between Midas numerical simulation results and the analysis results.
作者
姬猛
李文菊
郭涛
杨志勇
JI Meng;LI Wenju;GUO Tao;YANG Zhiyong(Second Engineering Co. Ltd of CCCC Fourth Highway Engineering Co. Ltd, Luoyang 471013, China;Yunnan Province Highway Development and Investment Limited Liability Company, Kunming 650200, China;School of Highway, Chang’an University, Xi’an 710064, China)
出处
《铁道科学与工程学报》
CAS
CSCD
北大核心
2017年第12期2586-2593,共8页
Journal of Railway Science and Engineering
关键词
路基工程
边坡
降雨入渗
模型试验
滑坡安全系数
数值模拟
subgrade engineering
slope
rainfall infiltration
model test
landslide safety coefficient
numerical simulation