新建项目文件并保存文件输入项目名称保存文件并命名项目选项设置选择“Conventional Analysis”国际单位制“International System Units (kilonewtons, meters, millimeters)”选择“Use Modification Factors for p-y Curves”选择静态加载“Static loading specified”其他保持默认设置桩特性设置截面类型选择“Elastic Section(Non-yielding)”——Number of pile sections Defined1尺寸和属性输入桩长和截面形状、直径以及弹性模量并点击计算截面积和惯性矩。土层特性设置选择p-y曲线类型砂、黏土、粉土或岩石层Select p-y Curve Typefrom Drop-down List从下拉列表选择p-y曲线类型1Soft Clay (Matlock)软粘土Matlock2API Soft Clay with User-def. JAPI软粘土用户定义J3Stiff Clay with Free Water (Reese)含自由水的硬质粘土Reese4Stiff Clay w/o Free Water (Reese)不含游离水的硬质粘土里斯5Mod. Stiff Clay w/o Free Water摩登派青年不含游离水的硬质粘土6Sand (Reese)沙里斯7API Sand (O’Neill)API砂O’Neill8Small Strain Sand小应变砂9Liquefied Sand (Rollins)液化砂Rollins10Liquefied Sand Hybrid Model液化砂混合模型11Weak Rock (Reese)软弱岩石里斯12Strong Rock (Vuggy Limestone)坚硬岩石多孔石灰岩13Piedmont Residual皮埃蒙特残余14Massive Rock块状岩15Loess黄土16Silt/Cemented Soil粉土/水泥土17Elastic Subgrade弹性支点法18User Input p-y Curves用户输入p-y曲线输入土层参数重度、摩擦角、粘聚力等定义p-y修正系数p-y乘数根据POT试桩结果反算得到。桩顶荷载输入桩顶加载条件选择Shear and MomentLoad Type1Run analysis查看结果位移、弯矩和剪力变化规律输出报告view results查看最大弯矩、剪力和位移以及出现位置。
