The blasting vibration of creep mass slope of Longtan hydropower station is observed, interpreted and analyzed. The experiential formula of decay for the blasting earthquake wave is obtained.
对龙滩水电站蠕变体边坡的爆破振动进行观测、分析和处理，得到了爆破地震波衰减经验公式。
In this paper we have introduced a general formula for computing the amount of astronomical solar radiation which falls on slope in any period.
本文给出了计算坡地上任何一段时期太阳辐射总量的普遍公式并详细分析了坡地上辐射季总量与年总量变化的特征。
This paper analyzes the influence of wave raising height on slope in reservoir region by plant zone in front of embankment, pavement structure and common raising height formula.
分析了堤前植物带、护面结构和常用爬高公式对库区波浪爬高的影响，结果表明，堤前种植植物带和增大护面结构空隙率能有效地减小波浪爬高。
Using the formula proposed abutment locations to determine the consult position and the stable angle of slope.
然后利用桥基位置确定公式提出了桥基参考位置、岸坡稳定坡角和安全距离。
The calculation formula of unknow points deduced by straight slope of direction intersection is a feasible and convenient working method;
依据直线斜率的计算公式（即点斜式）推导出待定点的计算公式。
The paper establishes a general geographical model suitable for anti-slope raising, concludes a formula of mathematical analysis adopting anti-slope raising or slope raising for the model .
建立了适合于采用反倾斜上山的一般性地质条件的模型，推导出该模型条件下决定反、顺倾斜上山取舍的数学模型分析式。
The breakage of bedding slope can be calculated as plane slippage, and the coulomb formula is fit for it.
顺层边坡的破坏可以按照平面滑移面计算确定发生变形的判据，库仑方程是这种破坏适宜的破坏判据。
Then compared to the calculation results with the normal formula method, a more excellent calculation method for the design runoff amount on the loess slope is educed.
然后与规范公式法计算的结果进行比较，得出黄土坡面设计径流量更优的计算方法。
Taking soil slope as an example, model and analytic formula of the most dangerous sliding surface are developed according to variational principle.
基于变分原理，以土质斜坡为例，介绍斜坡潜在最危险滑动面的计算模型及解析表达式。
Based on the limit equilibrium theory and the hypothesis of planar sliding surface, a formula for calculating the Angle of shear failure was deduced considering cohesion and cut slope Angle.
基于极限平衡理论及平面滑裂面假定，在考虑土黏聚力及放坡角度的基础上，推导了平面滑裂面剪切破坏角的数学表达式。
A cusp catastrophic model is founded on the stability of an inclined bedding slope from catastrophic theory, and a formula of the total potential energy and a criterion condition are derived.
本文从突变理论入手，建立了顺层边坡的尖角型突变模型，并推导出了边坡系统的总势能表达式以及这类边坡失稳的临界条件。
Finally, the significance of the slope of the saturation curve was analyzed, and the slope's formula is derived.
最后，分析了饱和蒸汽曲线斜率的意义，推导出它的计算式。
Finally, the significance of the slope of the saturation curve was analyzed, and the slope's formula is derived.
最后，分析了饱和蒸汽曲线斜率的意义，推导出它的计算式。
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