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Subsidence control and farmland conservation by solid backfilling mining technology

中国有色金属学会会刊：英文版 2011年第S3期21卷 665-669页

作者： GUO Guang-li1, 2, FENG Wen-kai3, ZHA Jian-feng1, 2, 3, LIU Yuan-xu1, 2, WANG Qiang1, 2 1. key laboratory for Land Environment and Disaster Monitoring of the State Bureau of Surveying and Mapping, china University of Mining and Technology, Xuzhou 221116, china 2. Jiangsu key laboratory of Resources and Environmental Information Engineering, china University of Mining and Technology, Xuzhou 221116, china 3. State key laboratory of Geohazard Prevention and Geoenvironment Protection, chengdu University of Technology, chengdu 610059, china [a] key laboratory for Land Environment and Disaster Monitoring of the State Bureau of Surveying and Mapping China University of Mining and Technology Xuzhou 221116 China [b] Jiangsu key laboratory of Resources and Environmental Information Engineering China University of Mining and Technology Xuzhou 221116 China [c] State key laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of Technology Chengdu 610059 China

Solid backfilling mining technology, which decreases the height of fissure zone and caving zone, and alleviates the subsidence, is a new technology for farmland conservation. Based on the situation analysis of farmland destruction in mining area, three ways for farmland protection were proposed. In order to improve the feasibility of this technology, the limited filling materials should be used to increase resources recovery ratio, and then the surplus materials could be backfilled into goaf. An index, namely farmland conservation ability, was put forward to optimize the ways for farmland conservation. At last, the Wanbei coal mine was taken as a case for farmland conservation. It was shown that 3240 t dull coal was substituted and 52 hm2 farmland was conserved by solid backfilling mining in this coal mine.

关键词： solid backfilling farmland conservation mining subsidence equivalent mining height

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Mining subsidence control by solid backfilling under buildings

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中国有色金属学会会刊：英文版 2011年第S3期21卷 670-674页

作者： ZHA Jian-feng1, 2, 3, GUO Guang-li1, 2, FENG Wen-kai3, WANG Qiang1, 2 1. key laboratory for Land Environment and Disaster Monitoring of the State Bureau of Surveying and Mapping, china University of Mining and Technology, Xuzhou 221116, china 2. Jiangsu key laboratory of Resources and Environmental Information Engineering, china University of Mining and Technology, Xuzhou 221116, china 3. State key laboratory of Geohazard Prevention and Geoenvironment Protection, chengdu University of Technology, chengdu 610059, china [a] key laboratory for Land Environment and Disaster Monitoring of the State Bureau of Surveying and Mapping China University of Mining and Technology Xuzhou 221116 China [b] Jiangsu key laboratory of Resources and Environmental Information Engineering China University of Mining and Technology Xuzhou 221116 China [c] State key laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of Technology Chengdu 610059 China

Solid backfilling mining can reduce the buildings' damage caused by mining greatly. The reduction of subsidence value, the slow advancing speed and the subsidence caused by backfilling body compaction are the main reasons that solid backfilling mining velocity decreases significantly. Based on the research of mechanism, some principles on subsidence control of solid backfilling mining under buildings were proposed. The equivalent mining height was designed according to the fortification criteria of buildings and their attachment structures, which enables the ground movement and deformation caused by mining to be less than the corresponding fortification criteria.

关键词： solid backfilling mining subsidence control mining under buildings

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Geo-engineering Lessons Learned from the 2008 Wenchuan Earthquake in Sichuan and Their Significance to Reconstruction

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Journal of Mountain Science 2011年第2期8卷 176-189页

作者： HUANG Runqiu State key laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of Technology Chengdu 610059 Sichuan China

The 2008 Wenchuan earthquake in Sichuan of china was the result of quake-triggering along an active several hundred-kilometer-long fault. The subsequent landslides and debris flow geohazards are dominating factors in planning post-disaster recovery and rebuilding. This paper presents recommendations for coping with large-scale geohazards and disasters. It is essential to establish a national emergency management system for huge scale catastrophe and earthquake precursor identification. Town construction must be kept away from active faults, especially to improve town safety in areas with high risk of seismic and geological hazards, and it is important to improve geohazard investigation and remediation for mountain areas that have become loosened by earthquake activity. Geological factors must be better understood to reduce direct and secondary risks and effects of earthquakes. Site selections for public relocation require clear and informed analysis of geological and social risk reduction, so that relocation, infrastructure reconstruction, and commemorative relic-sites can be protected.

关键词： Wenchuan Earthquake Geohazard Reconstruction

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Debris-flow of Zelongnong Ravine in Tibet

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Journal of Mountain Science 2011年第4期8卷 535-543页

作者： ZHANG Jinshan SHEN Xingju key laboratory of Mountain Hazards and Earth Surface Processes Institute of Mountain Hazards and Environment CASChengdu 61oo41 China College of Tourism and History & Culture Southwest University for nationalities chengdu 61 oo41 China Graduate University CAS Beijing 10o049 China

Zelongnong Ravine,a branch ravine of Brahmaputra,is an old large glacier debris-flow ***-flows with medium and/or small scales occur almost every year;multiple super debris-flows have also broken out in history,and have caused destructive disaster to local residents at the mouth of ravine and blocked *** huge altitude difference and the steep slope of the Zelongnong Ravine provide predominant energy conditions for the *** drainage basin is located in the fast uplifted area,where the complicated geologic structure,the cracked rock,and the frequent earthquake make the rocks experience strong weathering,thus plenty of granular materials are available for the formation of *** this region is located in the rain shadow area,the precipitation is concentrated and most is with high ***,the strong glacier activity provides water source for *** to literature reviews,most debris-flows in the ravine are induced by rainstorms,and their scales are relatively ***,when the melted water is overlaid,the large scale debris-flows may *** calculation such as the flow velocity and the runoff is conducted according to the monitoring *** result shows that large debris-flows can be aroused when the rainstorm and the melted water are combined well,but the possibility of blocking off Brahmaputra is *** occurrence of the super debris-flows is closely related to the intense glacier activity(e.g.,glaciersurge).They often result in destructive disasters and are hard to be prevented and cured by engineering measures,due to the oversized *** hazard mitigation measures such as monitoring and prediction are proposed.

关键词： Tibet The Brahmaputra The Mt Namjagbarwa Zelongnong Ravine Debris-flow

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Recent progress of solar physics research in china

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Research in Astronomy and Astrophysics 2011年第12期11卷 1377-1402页

作者： Cheng Fang 1 School of Astronomy and Space Science,Nanjing University,Nanjing 210093,china 2 key laboratory of modern Astronomy and Astrophysics(Nanjing University),Ministry of Education,china School of Astronomy and Space Science Nanjing University Nanjing 210093 China key laboratory of modern Astronomy and Astrophysics (Nanjing University) Ministry of Education China

Owing to the largely improved facilities and working conditions, solar physics research in china has recently shown marked development. This paper reports on the recent progress of solar physics research in china's Mainland, mainly focusing on several hot issues, including instrumentations, magnetic field observations and research, solar flares, filaments and their eruptions, coronal mass ejections and related processes, as well as active regions and the corona, small-scale phenomena, solar activity and its predictions. A vision of the future is also described.

关键词： Sun: general -- Sun: coronal mass ejections (CMEs) -- solar physics:recent progress

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Analysis on Dam-Breaking Mode of Tangjiashan Barrier Dam in Beichuan County

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Journal of Mountain Science 2011年第2期8卷 354-362页

作者： HU Xiewen LUO Gang LV Xiaoping HUANG Runqiu SHI Yubin Faculty of Geosciences and Environmental Engineering Southwest Jiaotong University Chengdu 610031 China State key laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of Technology Chengdu 610059 China Aseismic Engineering Technology key laboratory of Sichuan Province Southwest Jiaotong UniversityChengdu 610031 China chengdu Hydroelectric Investigation and Design Institute China Hydropower Consulting Group Chengdu 610072 China

Tangjiashan landslide is a typical high-speed consequent landslide of medium-steep dip angle. This landslide triggered by earthquake took place in about semi-minute. The relative sliding displacement is 900 meters, so average sliding speed is about 30 meters per second. The longitudinal length of barrier dam which is formed by high-speed landslide along river is 803.4 meters; and maximum width crossing river is 611.8 meters. And its volume is estimated about 20.37 million steres. Through detailed geological investigation of the barrier dam, together with early geological information before earthquake, geological structures of the barrier dam and its stability of upstream and downstream slopes are studied when water level reaches different elevations in condition of continual after shocks with seismic intensity of 7 or 8 Richter scale. On this basis, dam-breaking mode of barrier dam is discussed deeply. Thereby, analytic results provide significant guidance and advices to front headquarters of Tangjiashan barrier dam, so that some proper engineering measures can be implemented and flood discharge can be carried out well.

关键词： Tangjiashan Barrier Dam High-speed landslide Blocking river Dam-breaking

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Failure Mechanisms of Post-Earthquake Bedrock Landslides in Response to Rainfall Infiltration

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Journal of Mountain Science 2011年第1期8卷 96-102页

作者： WU Yong HE Siming LUO Yu LI Xinpo key laboratory of Mountain Hazards and Earth Surface Process Chinese Aeademy of Sciences Chengdu 610041 China Institute of Mountain Hazards and Environment Chinese Academy of Sciences Chengdu 610041 China

Among the triggering factors of postearthquake bedrock landslides, rainfall plays an important role. However, with slope variation, the mechanism of its effects on the failure of rock landslides is not dear. Here, from the viewpoint of fracture mechanics, and based on post-earthquake conditions, the mechanisms of crack propagation, water infiltration and development of the sliding surface were investigated. Then, according to the upper boundary theorem, the effects of water infiltrated into fractures on the stability of rock slopes were analyzed quantitatively. Finally, an example is presented to verify the theory. The results show that the propagation and coalescence of cracks and the lubrication of incipient sliding surfaces are the main causes of the failure of post-earthquake rock landslides in response to rainfall.

关键词： Post-earthquake Fracture infiltration Fracture mechanics Propagation and coalescence Upper boundary theorem Energy theory Rock landslide

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SUPER-ELASTIC CONSTITUTIVE MODEL CONSIDERING PLASTICITY AND ITS FINITE ELEMENT IMPLEMENTATION

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Acta Mechanica Solida Sinica 2010年第2期23卷 95-105页

作者： Qianhua Kan Guozheng Kang 1 Linmao Qian(State key laboratory of Traction Power,Southwest Jiaotong University,chengdu 610031,china) [a] State key laboratory of Traction Power Southwest Jiaotong University Chengdu 610031 China

Based on the experimental results of super-elastic NiTi alloy, a three-dimensional super-elastic constitutive model including both of stress-induced martensite transformation and plasticity is constructed in a framework of general inelasticity. In the proposed model, transformation hardening, reverse transformation of stress-induced martensite, elastic mismatch between the austenite and martensite phases, and temperature-dependence of transformation stress and elastic modulus of each phase are considered. The plastic yielding of martensite occurred under high stress is addressed by a bilinear isotropic hardening rule. Drucker-Prager-typed transformation surfaces are employed to describe the asymmetric behavior of NiTi alloy in tension and compression. The prediction capability of the proposed model is verified by comparing the simulated results with the correspondent experimental ones. Based on backward Euler＇s integration, a new expression of consistent tangent modulus is derived. The proposed model is then implemented into a finite element package ABAQUS by user-subroutine UMAT. Finally, the validity of such implementation was verified by some numerical samples.

关键词： NiTi alloy super-elasticity plasticity finite element implementation

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High geo-stress distribution and high geo-stress concentration area models for eastern margin of Qinghai-Tibet plateau

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Science china(Technological Sciences) 2011年第S1期54卷 154-166页

作者： HUANG RunQiu,WANG YunSheng,WANG ShiTian & LI YuSheng State key laboratory of Geo-hazard Prevention and Geo-environment Protection,chengdu University of Technology,chengdu 610059,china 1. State key laboratory of Geo-hazard Prevention and Geo-environment Protection Chengdu University of Technology Chengdu 610059 China

High geo-stress and its engineering problems have severely affected the development of civil infrastructures in western china. The problems include high rock slope instabilities,rock burst,gas explosion and large-scale soft rock deformation in deep *** paper investigates the distribution of the high geo-stresses and the models of the stress concentration areas in the eastern margin of Qinghai-Tibet plateau so that a solid foundation can be formed to address the *** investigation is based on a comprehensive analysis of the previous research data of the eastern margin and uses remote sensing techniques,geophysics,geochemistry,and large scale geological surveying *** investigation has found that some special tectonic zones have high *** high geo-stresses are located at(1) the convergent boundary areas between two fault blocks with large strength differences,(2) the tectonic necks in front of active fault blocks,and(3) the intersection and/or termination areas of faults within the fault *** example for(1) is the north Qilian high geo-stress *** example for(2) is the Minshan high geo-stress area in the northwest ***,the investigation has summarized six basic models to characterize the high geo-stress concentration *** first one is the convergent stress concentration model at the boundary of two fault *** other five stress concentration modes are oblique fissures or intersecting areas,areas without lower velocity layer in the crust,areas of compression induced tensile cracking,tectonic wedge areas,and tectonic neck areas,respectively.

关键词： high geo-stress geo-stress concentration model regional geo-stress distribution Qinghai-Tibet plateau

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Channel Capacity and Correlation Analysis for Distributed Spaceborne SAR System

Channel Capacity and Correlation Analysis for Distributed Sp...

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2010 2nd IEEE International Conference on Information and Financial Engineering(ICIFE2010)

作者： Lei Zhang national key laboratory of Science and Technology on communications of UESTC chengdu china Lidong Zhu national key laboratory of Science and Technology on communications of UESTC chengdu china

Distributed spaceborne SAR system is composed of several small satellites each has a transmit antenna and a receive *** are multiple antennas at the earth station,and this constitutes a generalized MIMO *** to 3GPP TR25.996 specification,we propose a distributed MIMO channel model in spaceborne SAR *** analyze the channel capacity its correlation,and complement simulations with matlab.

关键词： Spaceborne SAR Generalized MIMO channel model Capacity Correlation

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