以国内广泛使用的传递系数法的平衡方程为基础，运用“国际结构安全度联合委员会(JCSS)”推荐的验算点法建立土坡稳定性概率分析模型。
Based balance equation of transfer coefficient method that widely used in domestic, applying checking point method recommended by JCSS, establish probability analysis for stability of slope model.
方法运用问卷法对384名大学新生进行测量，并且采用结构方程模型建构影响模型。
Methods 384 college freshmen students were questioned with some scales, and Structure Equation Model were used to construct the influential model.
方法运用问卷法对384名大学新生进行测量，并且采用结构方程模型建构影响模型。
Methods 384 college freshmen students were questioned with some scales, and Structure Equation Model were used to construct the influential model.
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