目前在边坡稳定分析中,存在某种局限于“工程需要”为主导的工程地质概念,并由此产生单纯谋求防护措施的作法,习惯于套用实验公式求数据,反过来作为工程建筑设计的依据。由于这种作法在初期基本上是以土力学为基础的公式,因而形成了“地质学十土力学”的倾向。它往往导致不良后果,使工程地质评价与实际有较大出入。由于边坡稳定是取决于具体环境条件下,长时间的应力作用和力学发展过程,往往边坡破 At present, in slope stability analysis, there is a concept of engineering geology that is limited to “engineering needs” and leads to a simple search for protective measures. It is accustomed to applying experimental formulas to obtain data, which in turn is used as engineering design. in accordance with. Since this practice was basically based on the formula of soil mechanics at the beginning, it formed the tendency of “geology and soil mechanics”. It often leads to adverse consequences, which make the evaluation of engineering geology more difficult. Because the slope stability depends on the specific environmental conditions, long-term stress and mechanical development process, often the slope breaks