工程地质学报
工程地質學報
공정지질학보
2014年
4期
601-609
,共9页
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
巖體工程地質力學%巖體結構力學效應%變形破壞%巖體水力學
암체공정지질역학%암체결구역학효응%변형파배%암체수역학
Engineering geo-mechanics of rock mass%Mechanical effects of rock mass structure%Deformation and failure%Hydraulics of rock mass
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。
穀德振先生開創的巖體工程地質力學是我國工程地質代錶性科學理論之一，巖體結構力學效應是它的覈心內容。本文簡要概括瞭穀德振巖體工程地質力學的基本思想，介紹瞭近20多年來統計巖體力學對巖體工程地質力學理論的髮展，包括巖體結構參數模型、應力-應變模型、彊度與破壞概率模型、巖體水力學模型，討論瞭巖體結構對巖體變形、破壞與水力學性質的各類力學效應與定量控製規律，併探討瞭充分調動邊坡巖體自穩潛力的“主動加固”理唸、“固腳”和“護腰”的加固模式與錨固設計方法。本文認為，穀德振巖體工程地質力學深刻把握瞭巖體工程行為的基本控製因素和作用規律，具有彊大的生命力，推進巖體工程地質力學的定量理論研究是後來者的歷史任務。
곡덕진선생개창적암체공정지질역학시아국공정지질대표성과학이론지일，암체결구역학효응시타적핵심내용。본문간요개괄료곡덕진암체공정지질역학적기본사상，개소료근20다년래통계암체역학대암체공정지질역학이론적발전，포괄암체결구삼수모형、응력-응변모형、강도여파배개솔모형、암체수역학모형，토론료암체결구대암체변형、파배여수역학성질적각류역학효응여정량공제규률，병탐토료충분조동변파암체자은잠력적“주동가고”이념、“고각”화“호요”적가고모식여묘고설계방법。본문인위，곡덕진암체공정지질역학심각파악료암체공정행위적기본공제인소화작용규률，구유강대적생명력，추진암체공정지질역학적정량이론연구시후래자적역사임무。
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.
