复杂岩基上重力坝抗滑稳定计算方法研究

摘要

The paper introduces two kinds of gravity dam anti-sliding stability computation methods on the complex rock foundation which includes rigid body limit equilibrium theory and finite element method. Through computation examples,it compares and evaluates the above-mentioned computation methods,and obtains their relationship,which has provided some basis for selecting suitable computation methods.%介绍了两种计算复杂岩基上重力坝抗滑稳定的方法，即刚体平衡法与有限元法，并通过算例，对两种计算方法进行了比较评价，得出了两者之间的关系，为选择适宜的计算方法提供了依据。