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Research on deformation velocity in dynamic surface subsidence deformation 被引量:1
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作者 HUANG Le-ting~(1, 2) (1. Beijing Campus, china University of Mining and Technology, Beijing 100083, china 2. tangshan branch, china coal research institute, tangshan 063012, china) 《中国有色金属学会会刊:英文版》 CSCD 2005年第S1期121-123,共3页
The whole process of dynamic surface subsidence deformation was divided into three stages as subsidence development, full subsidence and subsidence attenuation, and a new concept “deformation velocity in surface subs... The whole process of dynamic surface subsidence deformation was divided into three stages as subsidence development, full subsidence and subsidence attenuation, and a new concept “deformation velocity in surface subsidence” was also put forward. The emphasis was placed on the research on development and variation laws of deformation velocity in surface tilt and horizontal deformation velocity on strike main profile during the stage of dynamic full subsidence. What’s more, the dangerous periods of buildings liable to be damaged were given as well. 展开更多
关键词 SURFACE SUBSIDENCE DEFORMATION DEFORMATION VELOCITY SURFACE HORIZONTAL DEFORMATION
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Practice and technical approach of GPS observation of mining-induced ground subsidence
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作者 GAO Jun-hai~(1,2) WU Li-xin~1 (1. china University of Mining and Technology Beijing Campus, Beijing 100083, china 2. tangshan branch, china coal research institute, tangshan 063012, china) 《中国有色金属学会会刊:英文版》 CSCD 2005年第S1期65-68,共4页
The base vector between 2 poins and a high-precision geodetic height difference can be obtained by GPS. If the geodetic height of a point is known, the geodetic height of each observation point in a net can be obtaine... The base vector between 2 poins and a high-precision geodetic height difference can be obtained by GPS. If the geodetic height of a point is known, the geodetic height of each observation point in a net can be obtained. When surveying the subsidence value in the mining-induced ground subsidence, the change of the height of monitoring point is needed. On the above theoretical basis, the problem involved in GPS observation of mining-induced ground subsidence and their counter measures were discussed, and an introduction was made that the subsidence value obtained in the monitoring mining-induced ground subsidence can use the change of height of geodetic as a alternative, the result of check on the accuracy and reliability of repetitions observations was analysed. Finally, the effect of errors on accuracy of GPS observation and their reduction measures were elaborated. 展开更多
关键词 mining-induced ground SUBSIDENCE GPS OBSERVATION OBSERVATION ACCURACY reliability
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Ground stability of new surface buildings erected on site above worked-out area
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作者 ZHANG Jun-ying~(1,2), WANG Jin-zhuang~1 (1.china University of Mining and Technology Beijing Campus, Beijing 100083, china 2. tangshan branch, china coal research institute, tangshan 063012, china) 《中国有色金属学会会刊:英文版》 CSCD 2005年第S1期116-120,共5页
The subsided area caused by mining is expanding gradually in coal mining areas. In order to occupy less or no farmland, many mining areas are constructing or intend to erect new buildings (structures) on the ground si... The subsided area caused by mining is expanding gradually in coal mining areas. In order to occupy less or no farmland, many mining areas are constructing or intend to erect new buildings (structures) on the ground sites above the worked-out areas. The long-term safety of the new buildings is of great importance. This matter should be, therefore, handled with great care. Following an analysis of the different conditions of the worked-out areas, and the characteristics of the failure of different types of worked-out areas and their overlying strata, the cause for the occurrence of residual deformation of the surface above the worked-out area was explained. The techniques for (evaluating) the stability of ground site for erecting new buildings above worked-out area, and the technical measures for protecting such buildings were proposed. The ground stability evaluation techniques were introduced by reference to specific cases. 展开更多
关键词 worked-out area BUILDING GROUND LOAD STABILITY measures
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