1、Slide 前处理1.在 cad 中分别建立 MATERIAL, ANCHOR, EXTERNAL, WATER_TABLE 四个图层；2.分别在 cad 中相应图层中的用多段线绘制模型外轮廓线、材料分界线，地下水位线和锚杆线；3.另存为.dxf 文件4.编辑材料属性文件，格式如下：model description:version: 5.014title: “SLIDE - An Interactive Slope Stability Program“methods: 143units: metricseismic: 0seismicv: 0water: hudirection: right
2、 to lefttolerance: 0.005maxiter: 50malpha: 1tensile check: 0tensile percentage: 95gammaw: 9.81mode: 1search: 1circularsearch: 0datamode: 1nummaterials: 20numanchors: 20discretized: 0probability_analysis: 0sensitivity analysis: norandom_type: 0random_method: 0with_ru: 0with_bbar: 0with_rapid: 0seismi
3、c_stage2: 0side force function:type: half_sinematerial types:soil1 = type: 0 water: 1 wtable: 0 c: 100 phi: 45 uw: 20 hutype: 0soil2 = type: 0 water: 1 wtable: 0 c: 80 phi: 45 uw: 20 hutype: 0soil3 = type: 0 water: 1 wtable: 0 c: 120 phi: 35 uw: 18 hutype: 0soil4 = type: 0 water: 1 wtable: 0 c: 150
4、phi: 48 uw: 21 hutype: 0soil5 = type: 0 water: 1 wtable: 0 c: 20 phi: 25 uw: 18 hutype: 0soil6 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil7 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil8 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil9 = type: 0 wat
5、er: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil10 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil11 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil12 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil13 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 huty
6、pe: 0soil14 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil15 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil16 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil17 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil18 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil19 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 0soil20 = type: 0 water: 1 wtable: 0 c: 1 phi: 35 uw: 20 hutype: 05.导入材料属性，并赋值6.定义滑动面类型7.计算分析8.后处理
