高端外国专家引进计划系列讲座

国家重点研发计划政府间国际科技创新合作重点专项交流活动

中方：国家重点研发计划，深部动力灾害演化机制及防控研究，2018YFE0101100

Russia: Common research BRICS STI Framework programm 022-RDRNCD, Radical decrease in risk of natural catastrophic disasters 

Geomechanics of the Strong Compression Rock & Rock Masses 

主办单位：北京科技大学土木工程系; 俄罗斯远东联邦大学“国际地质力学中心”

主讲人：Vladimir V. Makarov教授

远东联邦大学“国际地质力学中心”简介：

    远东联邦大学“国际地质力学中心”在岩石高应力破坏、岩石微细观结构研究方面积累了丰富的经验并形成了先进的试验技术。其中耗散型细观结构概念（DMS）、岩石预破裂判别方法、动力强度两相模型等理论及岩石高压高刚度伺服试验技术具有国际先进水平。

Brief introduction of "International Center" of Far Eastern Federal University:

    The "International Geomechanics Center" of the Far Eastern Federal University has accumulated rich experience and formed advanced test technology in the study of rock failure under high stress conditions and microscopic structure of rock. Among them, the dissipative mesostructure (DMS) concept, rock pre-fracture discrimination method, dynamic strength two-phase model and other theories and rock high-pressure high-stiffness test technology are of international advanced level.

主讲人简介：

    Vladimir V. Makarov俄罗斯远东联邦大学教授，俄罗斯自然科学院院士，国际岩石力学学会俄罗斯教育委员会委员，国际隧道协会教育委员会委员，曾任俄罗斯远东国立技术大学地下工程学院院长。主要研究领域为高应力下岩石力学特性、岩爆预测、地下工程支护等，参与俄罗斯海参崴等多个城市地铁交通系统规划研究。   

Introduction of the speaker:

    Professor Vladimir V. Makarov works at Far Eastern Federal University Russia, Russian Academy of Natural Sciences academician, member of Russian Education Committee of International Society of Rock Mechanics, member of the Education Committee of the International Tunnelling Association, former dean of the College of Underground Engineering, Far Eastern State Technical University Russia. His main research fields: rock mechanical properties under high stress, rockburst prediction, Underground engineering support, etc, Participated in the planning and research of subway systems in several cities such as Vladivostok, Russia.

讲座内容：    

    Short historical review shows the main problems of contemporary Geomechanics and the approach for constructing the continue model of hierarchically block Geomedium is presented. It is shown that the geomedium within earth crust can be considered as a continuous medium with defects, the basic which structural element is a shear-tensile crack. Classification of the rock mass structural levels is presented and it is shown that micro - meso- and macro – scales approach allows to use the non-Euclidean continuous medium model on each level. Application of the model to mesocracking structures simulation on the first two Geomedia levels is demonstrated by the examples of Rock Sample and surrounding Rock Mass near the deep openings.

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讲座安排（7月6日-7月11日）/ Schedule of lectures (6th July ~ 11th July)

联系人：李远老师（13520543795）  

        刘洋博士（13195510321）