Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (6): 2332-2340.doi: 10.16285/j.rsm.2018.1344

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS

YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng   

  1. Civil and Resource Engineering School, University of Science and Technology Beijing, Beijing 100083, China
  • Received:2018-09-17 Online:2019-06-11 Published:2019-06-22
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (41372370).

Abstract: The approximate function of normal stress distribution of symmetrical slope slip surface based on grid element is constructed, which provides a theoretical basis for establishing the limit equilibrium method based on the assumption of normal stress on slip surface in GIS(geographic information systems). Combining GIS's powerful spatial data analysis capabilities, a three-dimensional slope stability analysis model is established based on grid element. Under the assumption that there is no force, the distribution of normal stress on slip surface is deduced. With an analysis example, we can draw a conclusion: in the perspective of the sliding direction of the sliding body, the distribution of the normal stress on slip surface comprises several portions. The largest portion is the dead-weight of the sliding body and the external force, as a known function. The other portion that accounts for a small percentage is consisted of the force between the columns, as an unknown function. Therefore, the approximation function on the distribution of forces between the columns can be performed by a third-order Lagrange polynomials. In the direction perpendicular to the sliding body, the normal stress distribution on slip surface is approximated by parabolic approximation, and then we construct an approximation function of the normal stress distribution of slip surface based on grid element. This kind of approximation function is easily expressed in the GIS. In the end, the rationality of the approximation function is verified by an example.

Key words: three-dimensional slope, limit equilibrium, normal stress on slip surface, approximation function, GIS, grid element

CLC Number: 

  • TU 431
[1] LIU Yang, LIU Wei, SHI Pei-xin, ZHAO Yu, WANG Miao, . Local instability analysis of the ultra-deep wall-to-slotted in water rich soft layer [J]. Rock and Soil Mechanics, 2020, 41(S1): 9-18.
[2] SUN Xi-yuan, HENG Chao-yang, ZHOU Zhi, ZHANG Jian-tao, . Limit equilibrium method for calculating surrounding rock pressure of an ultra-shallow-buried underpass [J]. Rock and Soil Mechanics, 2020, 41(S1): 312-318.
[3] YANG Ji-ming, ZHANG Xiao-yong, ZHANG Fu-you, ZENG Chao-feng, MEI Guo-xiong, . Mesoscopic study on bearing characteristics of pile foundation under pile-soil-cap combined interaction in sand [J]. Rock and Soil Mechanics, 2020, 41(7): 2271-2282.
[4] XIAO Shi-guo, LIU Hang, YU Xin-zuo. Analysis method of seismic overall stability of soil slopes retained by gravity walls anchored horizontally with flexible reinforcements [J]. Rock and Soil Mechanics, 2020, 41(6): 1836-1844.
[5] JIANG Nan, HUANG Lin, FENG Jun, ZHANG Sheng-liang, WANG Duo, . Research on design and calculation method of tunnel-type anchorage of railway suspension bridge [J]. Rock and Soil Mechanics, 2020, 41(3): 999-1009.
[6] CHEN Jian-gong, LI Hui, HE Zi-yong, . Homogeneous soil slope stability analysis based on variational method [J]. Rock and Soil Mechanics, 2019, 40(8): 2931-2937.
[7] ZHANG Hai-na, CHEN Cong-xin, ZHENG Yun, SUN Chao-yi, ZHANG Ya-peng, LIU Xiu-min, . Analysis of flexural toppling failure of rock slopes subjected to the load applied on the top [J]. Rock and Soil Mechanics, 2019, 40(8): 2938-2946.
[8] YUGuo, XIE Mo-wen, HU Qing-zhong, JIN Yu-peng, . A method for calculating the three-dimensional landslide speed of reservoir bank based on GIS [J]. Rock and Soil Mechanics, 2019, 40(7): 2781-2788.
[9] HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865.
[10] 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.
[11] HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997.
[12] WEN Shu-jie, LIANG Chao, SONG Liang-liang, LIU Gang,. Search strategy of three-dimensional critical slip surface based on minimum potential energy [J]. , 2018, 39(7): 2708-2714.
[13] YAN Shu-wang, LI Jia, YAN Yue, CHEN Hao,. Research on stable limit depth of vertical cylinder hole in cohesive soil ground [J]. , 2018, 39(4): 1176-1181.
[14] ZHANG Shi-chuan, GUO Wei-jia, XU Cui-cui, . Accelerated synergistic failure mechanism of defected rock mass and precursor information identification [J]. , 2018, 39(3): 889-898.
[15] LIU Zhen-ping, DU Gen-ming, CAI Jie, ZHOU Fan, LIU Jian, BIAN Kang,. Seamless coupling method of 3DGIS combined with 3DFEM simulation based on MeshPy [J]. , 2018, 39(10): 3841-3852.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!