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    高端外國專家引進計劃系列講座 國家重點研發計劃政府間國際科技創新合作重點專項交流活動





    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 

    主辦單位:北京科技大學土木工程系; 俄羅斯遠東聯邦大學“國際地質力學中心”

    主講人:Vladimir V. Makarov教授



    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.


        Vladimir V. Makarov俄羅斯遠東聯邦大學教授,俄羅斯自然科學院院士,國際巖石力學學會俄羅斯教育委員會委員,國際隧道協會教育委員會委員,曾任俄羅斯遠東國立技術大學地下工程學院院長。主要研究領域為高應力下巖石力學特性、巖爆預測、地下工程支護等,參與俄羅斯海參崴等多個城市地鐵交通系統規劃研究。   

    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.


        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.

    會議軟件:Microsoft Teams


      通過以下鏈接入群Academic Workshop Lecture - FEFU&USTB:



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



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