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A Quantitative Computational Method for Landslip Orientation of a Body Isolated from Bed Rock in Mountain by Using Spatial Analytic Geometry

机译:基于空间解析几何的山体基岩隔离体滑坡定向定量计算方法

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The paper is going to give a quantitative computational method for “Landslip Orientation of a body isolated from bed rock in Mountain” only with spatial analytic geometry. The paper gives computational formulae in proper order for only landslip plane, just two landslip planes and just three landslip planes, and gives numerical examples. And the paper gives a general computational model for landslip orientation of m landslip planes. The author puts forward “Un-allowed Straight Angle Law”, “Critical Straight Angle Law” and “Allowed Straight Angle Law”. Finally, the author gives a project expression of a landslip plane on unit sphere.
机译:本文将仅通过空间解析几何给出一种定量的计算方法,以“从山中的基岩中分离出的物体的滑坡方向”。本文仅对滑坡平面,两个滑坡平面和三个滑坡平面按适当的顺序给出了计算公式,并给出了数值示例。给出了m个滑坡平面滑坡方向的通用计算模型。作者提出了“不允许的直角定律”,“临界直角定律”和“允许的直角定律”。最后,作者给出了单位球面上的滑坡平面的工程表达式。

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