The establishment of initial seepage field close to the real state is an important prerequisite for the correct analysis of slope rainfall infiltration. In view that methods of initializing saturated-unsaturated seepage field in FLAC3D are rarely reported, in this paper we put forward and introduce in detail the setup method of initializing saturated-unsaturated seepage field. According to the five distribution forms of matric suction, two initialization methods are proposed corresponding to the linear and non-linear distribution laws of matric suction. For the linear distribution of matric suction, MIDAS modeling and FLAC3D built-in FISH language are employed to initialize the seepage field. For non-linear distribution, since it is difficult to represent the complex geometry of groundwater level surface by using function, the groundwater level is simplified into a plane for the initial setting of seepage field by using FISH programming language. Comparison with conventional initialization method demonstrated that the initial seepage field has a great influence on the final calculation result of slope rainfall infiltration. When the initial seepage field is closer to the real state, the calculation accuracy is higher.
Key words
FLAC3D /
seepage field /
initialization /
saturated-unsaturated /
matric suction
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References
[1] 彭文斌. FLAC 3D实用教程[M]. 北京:机械工业出版社, 2008.
[2] 陈育民, 徐鼎平. FLAC\\FLAC3D基础与工程实例[M]. 北京:中国水利水电出版社, 2013.
[3] 史 可.中原镇集镇滑坡稳定性研究[D].西安:长安大学,2017.
[4] GENUCHTEN M T V. A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils1[J]. Soil Science Society of America Journal, 1980, 44(5):734-742.
[5] 蒋中明,熊小虎,曾 铃. 基于FLAC3D平台的边坡非饱和降雨入渗分析[J].岩土力学,2014,35(3):855-861.
[6] 郭震山, 赵建斌, 赵紫阳. 降雨入渗条件下抗滑桩加固边坡稳定性分析[J]. 土木工程与管理学报, 2017,34(4):48-52.
[7] ZHU X, XU Q, TANG M, et al. Comparison of Two Optimized Machine Learning Models for Predicting Displacement of Rainfall-Induced Landslide: A Case Study in Sichuan Province, China[J]. Engineering Geology, 2017, 218: 213-222.
[8] 谢 强,田大浪,刘金辉,等. 土质边坡的饱和-非饱和渗流分析及特殊应力修正[J]. 岩土力学, 2019, 30(3):810-814.
[9] 吴俊杰, 王成华, 李广信. 非饱和土基质吸力对边坡稳定的影响[J]. 岩土力学, 2004, 25(5):732-736.
[10]王阳平, 崔颖辉. 基于Midas/Gts的FLAC3D的建模方法[J]. 北方工业大学学报, 2010, 22(3):78-81.
[11]胡 冉, 陈益峰, 周创兵. 降雨入渗过程中土质边坡的固-液-气三相耦合分析[J]. 中国科学: 技术科学, 2011, 41(11):1469-1482.