岩体结构力学效应的统计岩体力学研究  

STATISTICAL MECHANICS ON THE STRUCTURE EFFECTS OF ROCK MASSES

作　　者：伍法权[1] 祁生文[1] 

机构地区：[1]中国科学院地质与地球物理研究所中国科学院页岩气与地质工程重点实验室,北京100029

出　　处：《工程地质学报》2014年第4期601-609,共9页Journal of Engineering Geology

摘　　要：谷德振先生开创的岩体工程地质力学是我国工程地质代表性科学理论之一,岩体结构力学效应是它的核心内容。本文简要概括了谷德振岩体工程地质力学的基本思想,介绍了近20多年来统计岩体力学对岩体工程地质力学理论的发展,包括岩体结构参数模型、应力-应变模型、强度与破坏概率模型、岩体水力学模型,讨论了岩体结构对岩体变形、破坏与水力学性质的各类力学效应与定量控制规律,并探讨了充分调动边坡岩体自稳潜力的"主动加固"理念、"固脚"和"护腰"的加固模式与锚固设计方法。本文认为,谷德振岩体工程地质力学深刻把握了岩体工程行为的基本控制因素和作用规律,具有强大的生命力,推进岩体工程地质力学的定量理论研究是后来者的历史任务。Engineering Geo-mechanics of Rock Mass founded by professor Gu Dezhen last century has been one of representative scientific theories of engineering geology in China.The core of the theory is the mechanical effect of rock mass structure.The paper firstly summarizes the principles of Gu Dezhen＇s theory,and then introduces the exploration and progress during the past 20 years on Statistic Mechanics of Rock Mass （SMRM）which has been a development of Gu＇s thought.The achievements of SMRM mainly include the parameterized statistical model of rock mass structure,stress-strain relationship,strength and failure probability,and hydraulic model of rock mass. Various of mechanic and hydraulic effects and controlling regulations of rock mass structure reflected by these quantitative models have been discussed.The concept of “initiative reinforcement”to make use of the self-stabilization potential of rock mass and a mode of anchorage emphasizing the enhancement the slope foot have been proposed in the paper.It is pointed out that Gu＇s theory,Engineering Geo-mechanics of Rock Mass,has strong vitality because it revealed the basic law of the behavior of rock mass and the dominant factors of it.To promote the quantitative development of Gu＇s theory is a historical task of the followers.

关 键 词：岩体工程地质力学 岩体结构力学效应 变形破坏 岩体水力学 

分 类 号：P642.3[天文地球—工程地质学]