E.Hoek法在节理化岩体力学参数评价中的应用——以长江三峡库区白衣庵滑坡为例  

Application of E.Hoek method to evaluating mechanical parameters of closely jointed rock mass——A case study of Baiyian Landslide in Three Gorges area

作　　者：廖秋林[1] 李晓[1] 张年学[1] 吴剑波[1] 

机构地区：[1]中国科学院地质与地球物理研究所工程地质力学重点实验室,北京100029

出　　处：《岩土力学》2005年第10期1641-1644,共4页Rock and Soil Mechanics

基　　金：国家重点基础研究(973)资助项目(No.2002CB412702);中科院知识创新工程资助项目(No.KJCX2-SW-L1-1)。

摘　　要：节理化岩体力学参数是岩体工程稳定性评价的难点与关键,而E.Hoek法正是针对节理化岩体破坏特点而提出的一种用于解决这一问题的岩体力学参数评价法。系统地介绍了E.Hoek岩体力学参数评价法的原理,讨论了其操作的关键问题,并以长江三峡白衣庵滑坡节理化岩体为例,详细阐述了E.Hoek法在岩体参数评价中的应用。实例表明,该方法可较准确反映节理化岩体的力学特性,且简单、易行,值得在同类工程中推荐。The determination of mechanical parameters of jointed rock mass is a difficult and key problem in evaluating stability of rock engineering. In 1980, E.Hoek brought forward and advanced a method to solve this problem, which includes the characteristic of the jointed rock mass especially. The principle of E.Hoek method is introduced systematically; and the key issues in operating by this method are discussed. Then a case study of jointed rock mass of Baiyian landslide in the Three Gorges area is expounded. It is shown that the E.Hoek method, which is effective and feasible, may precisely reflect the mechanical behavior of the jointed rock mass. As a result, the E.Hoek method is suggested to apply to similar rock engineering.

关 键 词：节理化岩体 E.Hoek法 CSIRO分类法 白衣庵滑坡 力学参数 

分 类 号：O319.56[理学—一般力学与力学基础]