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《Chinese Journal of Rock Mechanics and Engineering》 1993-03
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Liu Weining(Northern Jiaotong University, Beijng 100044)  
Based on the information theory and aimed at the inverse problems in rock and soil engineering, this paper established a basic mathematical framework of general information theory for inverse problems. With the three basic theorems proposed and proved in this paper as the kernel, the above-mentioned framework has disclosed the information nature of inverse problems. The central idea of the framework is that a synthesis of the observational information, theoretically predicted information and empirical information for the parameter to be inverscd will give an informational representation for that parameter which is of higher information contents. Such a representation can automatically and comprehensively consider the uncertainties included in observational process, theoretical analysis and empirical judgement during the solution process of inverse problems, i.e., back analysis. Under some restraining conditions, this representation decays into some of the back analysis methods currently used in rock and soil engineering. The work presented here has provided not only a universal and effective way for solving inverse problems but also a new way for the theoretical study of back analysis methods.
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Chinese Journal Full-text Database 10 Hits
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2 ZHAO Chao-yang~1,WU Ping~1,ZHANG De-liang~1,CHEN Xing-tao~2(1.Hunan Province Freeway Management Office,Changsha 410001 P.R.China;2.Changsha University of Science and Technology,Changsha 410076 P.R.China);Application and Problem of FEM Back Analysis from Displacement and Instability in Cutting Slope[J];;2005-S1
3 Wu Fahong,Deng Chengfa,Hu Guangwei Civil Engineer of Yancheng Institute of Technology,224051,YanCheng,China;Inverse analysis of Soil Parameters Based on Finite Element Method and Neural Network[J];Urban Mass Transit;2012-02
4 LU Jiang1,ZHU Xiao-wen2,ZHAO Qi-lin3(1.Guizhou Expressway Development Corporation,Guiyang 550004,China;2.Su Province,the bridge traffic Institute of Science and Technology,Nanjing 211112,China;3.People's Liberation Army Corps of Engineers Polytechnic University College of Engineering,Nanjing 210029,China);Development of Safety Monitoring and Control of Suspension Bridge's Anchorage Foundation Based on Design and Calculation[J];Journal of Guizhou University of Technology(Natural Science Edition);2008-04
5 Guo Li Wu Aixiang Hu Jiaguo Li Qingsong(Central South University);Hard Rock Mechanics Problems in Deep Mining and Their Aanalysis Methods[J];Metal Mine;2003-03
6 ZHU Dian-zhu 1,2, ZHANG Zi-gang 1 (1. Huazhong University of Science and Technology, Wuhan 430070, Hubei, China; 2. Wuhan Iron and Steel Group Corporation, Wuhan 430080, Hubei, China);Research into Informatization of Disaster-early-warning of Chinese Iron Mines Shifting from Open Pit to Underground[J];Mining and Metallurgical Engineering;2002-02
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China Proceedings of conference Full-text Database 1 Hits
1 Zhang Luqing~(1)) L(u|¨) Aizhong~(2)) 1) Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029 2) North China Electric Power University,Beijing 102206;Discussion on Inversion Uniqueness of Elastic Displacement Back-analysis for Underground Projects[A];[C];2006
Chinese Journal Full-text Database 10 Hits
1 YU Hai-tao (School of Science, Hefei University of Technology, Hefei 230009, China);Application of Rough Set Theory to Data Reduction[J];Journal of Anhui Institute of Education;2004-03
2 TAN Xiao-hui (Department of Resources and Environment Sciences, Hefei University of Technology, Hefei 230009, China);RELIABILITY CALCULATION AND SENSITIVITY ANALYSIS OF A PLANE SLIDING SHOPE[J];Geology of Anhui;2001-01
3 ZHOU Zi-bin,ZHANG Qing,WU Feng(School of Engineering of Hehai University,Nanjing,210098,China);MIXED ANALYSIS ON SLOP STABILITY BY FINITE ELEMENTS AND GENERAL LIMIT EQUILIBRIUM METHOD[J];Journal of Anhui Institute of Architecture;2003-03
4 Wang Liping,Wang Yixin(Henan University of Science and Technology,Jiaozuo 454000,China);On the Main Characteristic of Mud and the Important Role it Plays in Geotechnical Engineering[J];Anhui Architecture;2007-01
5 Zhou Depei;Time Dependent Deformational Pressure of Surrounding Rock on Circular Tunnel Liner[J];Underground Space;1993-01
6 Zhao Pu et al. (for);Disign of Enclosure for the Foundation Pit of Retaining Wall with Gravity Cement Mixed Piles[J];UNDERGROUND SPACE;1999-02
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10 LI Ning et al.(247);NATM Design and Numerical Emulation Analysis for the Section passing through a Fault in Zipingpu Sluiceway Project[J];Underground Space;2000-04
China Proceedings of conference Full-text Database 5 Hits
4 Liu Gang (College of Architecture and Civil Engineering, Chinese University of Mining and Technology, Xuzhou 221008 China);DISCUSIONS ON EVALUATION METHODS FOR THE SURROUNDING ROCK STABILITY OF UNDERGROUND ENGINEERING[A];[C];2006
5 ZHANG Wen-guang 1,ZHOU Shao-lei 2,LI Xin3(1.Graduate Students’ Brigade of NAEI;2.Department of Control Engineering,NAEI;3.Department of Scientific Research,NAEI,Yantai,264001);Research on New Modified Adaptive Genetic Algorithm[A];[C];2005
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1 GUO Yan-hua,GUO Zhi-kun(Engineering Institute of Engineering Corps,PLA University of Science and Technology,Nanjing 210007,China);Primary study on back analysis in geotechnical engineering[J];Sichuan Building Science;2006-03
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6 CHEN You-liang1,2,LI Lin2,LIU Jing-xue2(1.Department of Civil Engineering,Shanghai University of Science and Technology,Shanghai 200093,P.R.China;2.Department of Civil Engineering,Shanghai University,Shanghai 200072,P.R.China);Finite Element Analysis of the Underground Retaining Wall of a Deep Foundation Excavation[J];Chinese Journal of Underground Space and Engineering;2008-02
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10 Qiu Shenghua1,Yang Zhixi1,Xu Feng2,Yang Linde3(1.School of Urban Construction and Safety Engineering,Shanghai Institute of Technology,Shanghai 201418,China; 2.Shandong Hua-ning Group of Mining Company Ningyang,Shandong 271400,China; 3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Comparison of Two Methods for Determining Rock Mass Parameters[J];Chinese Journal of Underground Space and Engineering;2011-S1
China Proceedings of conference Full-text Database 10 Hits
1 DENG Xiang-hui~(1,2),CHAI Jun-rui~(1,3)(1.College of Water Conservancy and Hydropower Engineering,Xi' an University of Technology,Xi'an 710048,Shaanxi,China;2.Department of Civil Engineering,Xi'an Technological University,Xi' an 710032, Shaanxi,China;3.College of Civil and Hydropower Engineering,Three Gorges University,Yichang 443002,Hubei,China);Application of adaptive genetic algorithm in the inversion of the seepage parameter of some arch dam[A];[C];2007
2 TANG Huiming~(①②) NIE Wenbo~(①②)(①Engineering Faculty,China University of Geosciences,Wuhan 430074)(②Engineering Research Center of Drilling & Protection,Ministry of Education,Wuhan 430074);ORTHOGONAL DESIGN OF ANCHORING BOLT FOR ROCK SLOPE[A];[C];2008
3 Mei Songhua Zhao Haibin Liu Luping(1 Mid-South Design & Research Institute,CHECC,Changsha 410014 China);DEFORMATION ANALYSIS OF SWITCH STATION OF ZHEXI HYDROPOWER STATION[A];[C];2007
4 Zhao Xingdong Tang Chun'an Xing Jun Li Yuanhui(Center for Rock Instability and Seismicity Research,Northeastern University, Shenyang 110004);STUDYING ON THE FAILURE MECHANISM OF ROCK SLOPE[A];[C];2005
5 An Guanfeng;Yin Kunlong;Tang Huiming Engineering Faculty, China university of Geosciences 430074 China;THE APPLICATION OF IMPROVED GENETIC ALGORITHM TO THE BACK ANALYSIS OF TUNNEL FOUNDATION CONSTRUCTION[A];[C];2002
6 Cheng Qiang;Zhou De-pei;Kou Xiao-bing Sichuan provincial communication department highway planning survey design research Institute, Chengdu 610041 China Department of civil, Southwest Jiaotong University, Chengdu 610031 China;THE MAIN GEOTECHNICAL ENGINEERING PROBLEMS OF HIGHWAY CONSTRUCTION IN RED BEDS[A];[C];2004
7 YU Wensheng~1,ZHOU Min~2,LIU Xuezeng~(2,3) (1.Jiangxi Communication Engineering Consultation Supervision Center,Nanchang,Jiangxi 330008,China; 2.Architecture Design and Research Institute,Tongji University,Shanghai 200092,China; 3.Architecture Design and Research Institute,Tongji University,Shanghai 200092,China);DEFORMATION AND STABILITY ANALYSIS OF HIGHWAY TUNNEL BASED ON MONITORING DATA[A];[C];2010
8 Li Yunpeng~(1)) Han Changling~(2)) Tang Mingming~(1)) Yang Tengjun~(1)) Si Zhenmin~(1)) 1) School of Mechanical and Electrical Engineering,China University of Petroleum,Beijing 102249 2) First Highway Investigation Design and Research Institute,Ministry of Communications,China Xian 710075;Back Analysis on Mechanical Parameters of Surrounding Rock of Tunnel with Small Spacing Using Orthogonal Design[A];[C];2006
9 Gao Wei Institute of Rock and Soil Mechanics.The Chinese Academy of Sciences.Wuhan 430071;Study on Back Analysis of Geotechnical Engineering Based on Bionics Algorithm[A];[C];2006
10 Zengxiang Lu School of Civil and Environmental Engineering, University of Science & Technology Beijing, Beijing, China;Safety Risk Assessment Method for a Mine in Transition from Open-Pit to Underground Mining[A];[C];2012
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