[行业软件]UniSoft Geotechnical Solutions UniPile v5.0.0.60 [复制链接]

UniPile is an application for the analysis of piles and pile groups according to various design methods. UniPile considers bearing capacity, pile group settlement, negative skin friction, and drag load. Aspects of drivability and residual stress are also included. It also simulates the load-movement behaviour of the pile in a static Head-Down and Bidirectional (O-Cell) loading test. Pile ultimate resistance may be calculated using the Static (Beta or Alpha), Eslami & Fellenius (CPTu), Schmertmann & Nottingham (CPT), deRuiter & Beringen - Dutch (CPT), Bustamente - LCPC (CPT), Decourt (SPT), O'Neill-Reese (SPT), or the Meyerhof (SPT) methods.
1、土壤和桩数据
所有输入数据都使用 Excel 类型的网格和单元系统呈现和编辑。UniPile 5.0 最多可以有 25 个土壤层。土壤强度参数、土壤可压缩性以及孔隙压力可能因层与层以及每一层内的不同而不同。
UniPile 接受所有类型、形状和尺寸的桩，包括打入桩和钻孔桩。
2、荷载和开挖
载荷引起的应力变化可能来自点、线、圆形、三角形、矩形、多边形或带有斜边的路堤的组合。
应力分布是根据 Boussinesq、Westergaard 或 2(V):1(H) 方法计算的，并结合了加载和卸载的影响。
3、桩容量
UniPile 5.0 根据 beta（有效应力）、alpha（总应力）、SPT、CPT 或 CPTU 方法计算桩阻力。计算结果（中性面、阻力、过渡区和轴阻力）以表格和图表的形式呈现。结果包括 WEAP 轴承图和驾驶性能分析的输入。
4、桩沉降
单个桩或小桩组的沉降使用适用于每个单独土层的常规 Cc-e0 方法、E 模量或 Janbu 切线模量方法确定。桩压缩和地面沉降的分布也被计算并以表格和图表的形式呈现。
5、加载测试模拟
可以通过为每个土层选择适当的 tz 函数和为桩趾选择适当的 tz 函数来模拟桩在静态和双向加载试验中的载荷-移动响应，例如双曲线、比率、Hansen-80%、Zhang 和指数或用户定义。当反向计算静态负载测试的结果时，该模拟特别有用。

感谢楼主分享。

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桩基计算，有用。

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UniPile is an application for the analysis of piles and pile groups according to various design methods. UniPile considers bearing capacity, pile group settlement, negative skin friction, and drag load. Aspects of drivability and residual stress are also included. It also simulates the load-movement behaviour of the pile in a static Head-Down and Bidirectional (O-Cell) loading test. Pile ultimate resistance may be calculated using the Static (Beta or Alpha), Eslami & Fellenius (CPTu), Schmertmann & Nottingham (CPT), deRuiter & Beringen - Dutch (CPT), Bustamente - LCPC (CPT), Decourt (SPT), O'Neill-Reese (SPT), or the Meyerhof (SPT) methods.