The paper discusses the stress and deformation characteristics of the rock foundation and their influence on dams buile on rock foundations with qently inclined faults and intercalary strata.

• 本文利用铜街子两个典型重力坝段,五种荷载组合的应力模型试验成果,探讨了岩基中存在缓倾角断、夹层及相互切割条件下,岩基的应力、变形特性及其对大坝的影响。