›› 2018, Vol. 39 ›› Issue (10): 3841-3852.doi: 10.16285/j.rsm.2017.0221

• Numerical Analysis • Previous Articles     Next Articles

Seamless coupling method of 3DGIS combined with 3DFEM simulation based on MeshPy

LIU Zhen-ping1, DU Gen-ming1, 2, CAI Jie3, ZHOU Fan4, LIU Jian1, BIAN Kang1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Yichang Investment, Hubei Investment and Development Co., Ltd., Yichang, Hubei 443000,China; 4. Hubei Highway Intelligent Conservation Technology Co., Ltd., Wuhan, Hubei 430014, China
  • Received:2017-10-08 Online:2018-10-11 Published:2018-11-04
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2016YFC0401802), the Key Program of National Natural Science Foundation of China (51539002) and the National Natural Science Foundation for Young Scientists of China (51204158, 51209198).

Abstract: Coupling and systematic development methods of three dimensional geographic information system (3DGIS) and finite element method (FEM) have recently become the research hotspot in interdiscipline of geotechnical engineering and GIS. By explorating and programming of open source libraries such as MeshPy, GRASS GIS, vtkPython and Scipy, and using Python as "glue", the platform framework of seamless coupling between GIS and 3D FEM was eventually built. Under the constraint condition of geometry, Delaunay properties, angle, area and volume, MeshPy's Triangle and TetGen library were used to generate the triangle and tetrahedron grids for finite element numerical calculation and the insert algorithm of constrained Delaunay triangulation (CDT) and the grid quality control method were expounded. Combining with related module and algorithm provided by vtkPython, the surface model of a coal mine dump was established and a new interpolation method considering both lineament and triangle barycenter coordinate was put forward, which can effectively eliminate the elevation distortions in certain areas. The program including Duncan-Chang E-μ model and nonlinear solution algorithm based on mid-point incremental method was developed and was verified by the numerical simulation of indoor large-scale triaxial shear test. Finally, taking Zhundong coal mine as an example, the 3D finite element numerical calculation about the heaping process of the northern dump was carried out. Combined with the spatial distribution of material height and thickness in GRASS GIS, a preliminary research on the displacement variation of dump slope was accomplished. It is shown that the vertical displacement is mainly controlled by material height and thickness. The maximum horizontal displacement mainly appears in slope edges of each step, which is consistent with the actual situation.

Key words: three dimensional geographic information system (3DGIS), open source software, finite element method (FEM), seamless coupling, dump slope

CLC Number: 

  • TD 73
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