Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (7): 2855-2865.doi: 10.16285/j.rsm.2018.0439

• Numerical Analysis • Previous Articles     Next Articles

Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software

HAN Tong-chun1, 2, LIN Bo-wen1, 2, HE Lu1, 2, SU Yu-qin1, 2   

  1. 1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou, Zhejiang 310058, China; 2. Engineering Research Center of Urban Underground Development of Zhejiang Province, Hangzhou, Zhejiang 310058, China
  • Received:2018-03-23 Online:2019-07-11 Published:2019-07-28
  • Supported by:
    This work was supported by the Zhejiang Provincial Natural Science Foundation (LY18E080006) and the Scientific Research Projects of Zhejiang Highway Administration (2017219).

Abstract: Based on the geographic information system (GIS) and numerical simulation software, a scheme was proposed to achieve the strong applicability and smooth operation of three-dimensional slope modelling and simulation. This scheme can make full use of the historical data of complex slopes and truly realize the entire process of slope simulation, including processing survey data, establishing slope model, stability analysis and result feedback. The modelling theory and method of surface and soil layers are analyzed in depth to establish a model that meets the accuracy requirements. The three-dimensional modelling of the slope is completed by GRASS, and detailed error analysis is discussed on the established model. The coupling of GIS and numerical simulation software is realized in the Python language. The data transfer and format conversion between different platforms can be completed through self-compiled programs and data interfaces, which can avoid the loss or distortion of the data in the transmission process. Python can also deeply mine the model data. Finally, this scheme is verified by Hangkouling tunnel project. The analysis results show that the three-dimensional slope model established by this scheme has characteristics of high speed and high precision and can accurately reflect the actual slope condition and search for the most dangerous area of the slope.

Key words: geographic information system (GIS), software coupling, simulation of three-dimensional geological structure, slope stability analysis, radial basis function interpolation

CLC Number: 

  • TU 443
[1] YU Guo, XIE Mo-wen, ZHENG Zheng-qin, QIN Shi-he, DU Yan, . Research on slope stability calculation method based on GIS [J]. Rock and Soil Mechanics, 2019, 40(4): 1397-1404.
[2] QIN Yu-qiao, TANG Hua, FENG Zhen-yang, YIN Xiao-tao, WANG Dong-ying, . Slope stability evaluation by clustering analysis [J]. , 2018, 39(8): 2977-2983.
[3] ZHU Yan-peng, YANG Xiao-yu, MA Xiao-rui, YANG Xiao-hui, YE Shuai-hua, . Several questions of double reduction method for slope stability analysis [J]. , 2018, 39(1): 331-338.
[4] NIE Zhi-bao, ZHENG Hong, ZHANG Tan. Determination of slope critical slip surfaces using strength reduction method and wavelet transform [J]. , 2017, 38(6): 1827-1831.
[5] ZHANG Kun, XU Qing, WANG Yi-fan, A Hu-bao. Application of self-adaptive differential evolution algorithm in searching for critical slip surface of slope [J]. , 2017, 38(5): 1503-1509.
[6] CHEN Qing-fa, YANG Jia-cai, GAO Yuan, NIU Wen-jing, CHEN Da-peng, LIU Jun-guang,. Comparative study of construction method for 3D numerical model of large complex geologic body [J]. , 2016, 37(S2): 753-760.
[7] XU bo, XIE Mo-wen, HU Man,. SPH landslide model based on GIS spatial data [J]. , 2016, 37(9): 2696-2705.
[8] GAO Ru-chao, LI Chun-guang, SUN Cong, ZHENG Hong, GE Xiu-run,. Lower bound finite element method for analyzing tenso-shear failure of slopes [J]. , 2016, 37(8): 2426-2432.
[9] YAN Chao ,LIU Song-yu ,JI Xiao-lei,. Research on a secondary sliding surface analysis approach based on strength reduction method [J]. , 2016, 37(4): 935-942.
[10] SUN Cong, LI Chun-guang, ZHENG Hong, SUN Guan-hua. A strength reduction finite element method based on softening properties analysis for 3D slope [J]. , 2014, 35(S1): 407-413.
[11] WANG Li-wei , XIE Mo-wen , CHAI Xiao-qing , . Research on method of displacement speed ratio for spatial evaluation of landslide deformation [J]. , 2014, 299(2): 519-528.
[12] WANG Xin-gang ,HU Bin ,LIAN Bao-qin ,ZHU Kai ,YU Hong-ming,. Granite shear rheological constitutive research of Bangpu mining area in Tibet and its excavation slope stability analysis for a long time [J]. , 2014, 35(12): 3496-3502.
[13] ZHAO Lian-heng ,CAO jin-yuan ,TANG Gao-peng ,WANG Zhi-bin ,TAN Han-hua,. Discussion on slope stability analysis with double strength reduction technique [J]. , 2014, 35(10): 2977-2984.
[14] TANG Gao-peng ,ZHAO Lian-heng ,LI Liang ,GAO Lian-sheng ,TAN Han-hua . Program development for slope stability using MATLAB software and upper bound limit analysis [J]. , 2013, 34(7): 2091-2098.
[15] LI Ning ,XU Jian-cong. Strength reduction FEM for slope stability analysis based on field variable [J]. , 2012, 33(1): 314-318.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!