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Frontiers of Structural and Civil Engineering

Front. Struct. Civ. Eng.    2007, Vol. 1 Issue (3) : 334-339     https://doi.org/10.1007/s11709-007-0044-9
Three-dimensional modeling of borehole data cored from engineering rock mass
HE Manchao1, LI Xueyuan1, LIU Bin1, XU Nengxiong2
1.School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China; 2.School of Engineering and Technology, China University of Geosciences, Beijing 10083, China
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Abstract Vast data from the drilling and geophysical prospecting are reliable original information to describe the space state of engineering rock mass, and one of the main difficulties in three-dimensional (3D) modeling of engineering rock mass is the processing of the primary data. From the viewpoint of 3D modeling, the engineering rock masses are classified as four basic types according to their geometric characteristics of geologic structure: (1) continuum rock mass; (2) discontinuous rock mass; (3) overturned fold rock mass and (4) intrusive rock mass. Because drilling data are very important to describe the characters of multi-scale of the spatial data for rock mass, the rule of how to process drilling data is developed to help appropriately display them in the viewpoint of 3D space. According to the characteristics of rock mass layers, the processing method of drilling data for 3D modeling of engineering rock masses, along with the layer thicknesses, is also proposed, including the evaluation rules and the extensive direction for original borehole data. By this method, the typical 3D data modeled is completed and the model form of the engineering rock mass is developed. By this example, it is finally verified that the method presented is successful and feasible to process 3D engineering rock mass.
Issue Date: 05 September 2007
 Cite this article:   
LI Xueyuan,HE Manchao,LIU Bin, et al. Three-dimensional modeling of borehole data cored from engineering rock mass[J]. Front. Struct. Civ. Eng., 2007, 1(3): 334-339.
 URL:  
http://journal.hep.com.cn/fsce/EN/10.1007/s11709-007-0044-9
http://journal.hep.com.cn/fsce/EN/Y2007/V1/I3/334
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XU Nengxiong
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