越南胡志明路某边坡加固设计研究

本文介绍了越南胡志明路某边坡加固设计研究结果。文中指出用于边坡设计计算的力学指标最好采用地质勘察结果与现场调查反演结果综合而得的数据。通过胡志明路边坡设计研究笔者体会到介于土质与岩质边坡之间状态的边坡采用平面滑动模型分析与圆弧滑动模型分析结果基本相同。由此笔者得出以下认识：从某种意义上讲，边坡工程设计的任务不是去进行精确的计算，而是进行正确的判断。文中通过工程实例论证得出：边坡工程稳定性分析除了地质条件是影响边坡稳定主要内因外，水的作用是影响边坡稳定的主要外因。因此水的治理和控制是边坡加固工程必须要解决的问题。

Reinforcement design of a slope in Ho Chi Minh Road, Vietnam

This paper presents the results of the study on the reinforcement design of a slope in Ho Chi Minh Road, Vietnam. It is pointed out that the best mechanical index for slope design calculation is the data obtained from geological investigation and field investigation inversion. Through the Ho Chi Minh Road slope design study, the author realized that the slope between soil and rock slope using the plane slide model analysis and the circular slide model analysis results are basically the same. Therefore, the author comes to the following understanding: in a sense, the task of slope engineering design is not to carry out accurate calculation, but to carry out correct judgment. In this paper, it is proved that the geological condition is the main internal factor affecting the stability of slope, and the water is the main external factor affecting the stability of slope. Therefore, water treatment and control is a problem that slope reinforcement engineering must solve.