岩体所处应力状态不同 ,其强度特性则有异。参考Serrano的研究成果 ,以水平承载面均质岩基为例 ,在介绍岩体性质转变时Hoek -Brown强度包线形状、转变点应力、滑移线应力特征的基础上 ,阐述了高应力状态下水平均质岩基极限承载力的求解方法。最后 ,以简单算例说明文中方法 The stress state of rock mass is different, its intensity characteristic is different. Based on the research results of Serrano, taking the homogeneous bearing rock mass as an example, the characteristics of Hoek -Brown strength envelope, transition point stress and slip line stress are introduced when the property of rock mass is changed. The stress state of high stress state Solution Method of Ultimate Bearing Capacity of Horizontal Homogeneous Rock Foundation. Finally, a simple example to illustrate the method