摘要
以大渡河中游某古冰水堆积体为例,通过原位渗透试验实际测得该土体渗透系数,并进行现场降雨试验,针对堆积体内部体积含水率、孔隙水压力和基质吸力的变化,对其入渗特征规律展开了较为深入地分析。实测数据结果表明:该地冰水堆积体实际入渗系数K=2.39×10^(-3) cm/s;降雨在该堆积体中的入渗影响深度不足4 m且雨水下渗存在明显的滞后效应;小雨、中雨、大雨的影响深度分别为0.6 m、1.4 m、2.9 m。研究成果可为该地区工程边坡施工治理提供参考和借鉴。
Taking an ancient ice water deposit body in the middle of Dadu river as an example,the hydraulic conductivity of the soil was measured through in-situ infiltration test and rainfall test.The infiltration characteristics and laws were deeply analyzed in view of the changes of volume moisture content,pore water pressure and matric suction in the accumulation body.The measured data show that:the hydraulic conductivity of the region is roughly about K=2.39×10-3 cm/s;the infiltration depth of rainfall in the accumulation is less than 4 m and it exist a significant hysteresis effect during the rainfall infiltration;the influence depths of light rain,moderate rain and heavy rain are 0.6 m,1.4 m and 2.9 m respectively.The research results can provide reference for the construction and treatment of engineering slope in this area.
作者
赵石力
何源远
ZHAO Shili;HE Yuanyuan(State Key Laboratory of Geo-hazard Prerention and Geo-entirormnent Protection,Chengdu Universiy of Technology,Chengdu,Sichuan 610059,China;Guangdong Hydropower Plarning&Design Institute Chongqing Branch,Chongqing 401147,China)
出处
《水利与建筑工程学报》
2020年第4期185-191,共7页
Journal of Water Resources and Architectural Engineering
基金
国家自然科学基金项目(41472274)。
关键词
冰水堆积体
入渗过程
颗粒分析
现场试验
ice water accumulation
infiltration process
particle analysis
field test