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太湖环湖大堤长兴段堤防降雨入渗分析

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长时间强降雨会影响堤防的稳定性,为了验证降雨入渗对堤防稳定性的影响,通过使用ABAQUS有限元分析软件对湖州长兴段堤防进行降雨入渗的仿真模拟分析,将渗流场和应力场进行流固耦合,结合堤防在降雨72 h之后的边坡雨水入渗、位移变化、安全性等分析发现:由于堤防堤身土壤的透水性差,导致雨水聚集在堤防粉质黏土层底部,使土体含水率和容重增加,导致堤防沉降和应力增加;运用强度折减法计算出堤防降雨入渗后的安全系数,结果显示大于堤防的允许最小安全系数值,因此在降雨入渗后堤防的稳定性仍符合要求;通过分析土壤的渗透系数和孔隙比对堤防渗透性的影响,得到渗透系数或孔隙比越大,土壤中孔压力越小的结论.
Analysis of Rainfall Infiltration in Levee of Changxing Section of Taihu Lake
Long-term heavy rainfall will affect the stability of levees.In order to verify the influence of rainfall in-filtration on the stability of levee,by using ABAQUS finite element analysis software,the rainfall infiltration in levee in Changxing Section of Huzhou is simulated and analyzed.The seepage field and stress field are coupled fluid-structure,and the slope infiltration,displacement change and safety of the levee after 72 hours of rainfall are analyzed.The study shows that due to the poor permeability of the levee soil,the rainwater accumulates at the bottom of the silty clay layer of the levee,which increases the moisture content and bulk density of the soil,resulting in increased settlement and stress of the levee.The strength reduction method is adopted to calculate the stability of the safety factor of the levee after rainfall infiltration.The result shows that it is greater than the allowable minimum safety value for the levee,therefore,the stability of the levee still meets the requirements after rainfall infiltration.Finally,by analyzing the influence of soil permeability coefficient and pore ratio on the permeability of levee,it is concluded that the larger the permeability coefficient or pore ratio,the smaller the pore pressure in soil.

leveerainfall infiltrationfluid-structure couplingfinite element methodstrength reduction method

孙天慈、陈雯兰、孙凯凯、莫志芳

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安徽建筑大学土木工程学院,安徽 合肥 230601

浙江水利水电学院建筑工程学院,浙江 杭州 310018

浙江水利水电学院科研处,浙江 杭州 310018

长兴县水利局,浙江湖州 313100

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堤防 降雨入渗 流固耦合 有限元法 强度折减法

2024

浙江水利水电学院学报
浙江水利水电专科学校

浙江水利水电学院学报

影响因子:0.403
ISSN:2095-7092
年,卷(期):2024.36(5)