›› 2014, Vol. 35 ›› Issue (11): 3310-3316.

• Numerical Analysis • Previous Articles     Next Articles

3D modeling and visualization of geological boreholes on digital earth platforms

ZHU Liang-feng1, LI Zi-cheng2, ZHU Tong3, LI Ming-jiang1   

  1. 1. Key Laboratory of GIS for Ministry of Education, East China Normal University, Shanghai 200241, China; 2. Minhang Environmental Monitoring Station, Shanghai 201100, China; 3. Anhui Electric Power Transformation Co., Ltd., Hefei 230000, China
  • Received:2013-04-22 Online:2014-11-11 Published:2014-12-10

Abstract: In order to represent and disseminate geological boreholes on digital earth platforms, we present an automatic method for the modeling and visualization of boreholes in urban areas. At first, several borehole models with different levels of detail, such as point placemarks, scatter dots and tube models, are created according to a standard form of borehole database. And then, a LOD-based multi-scale representation is constructed to visualize massive boreholes. Finally, borehole models are loaded into a digital earth platform for 3D visualization and spatial analysis. A concrete example of applying this method to create borehole models in Shanghai shows that the modeling process is simple, automatic and effective. In addition, borehole models generated from this method are well-suited to the dissemination, integration and visualization on the Internet. Therefore, the widespread future use of this method will help earth scientists share their borehole data more easily. This will make borehole information accessible to a broad user base, and may promote the development on the social service of geological information in urban areas.

Key words: borehole, digital earth, data sharing, three-dimensional visualization, level of detail

CLC Number: 

  • P 642
[1] WANG Jin-chao, WANG Chuan-ying, TANG Xin-jian, HAN Zeng-qiang, WANG Yi-teng, HU Sheng. Research on karst cavity detection method based on multi-frequency borehole sonar [J]. Rock and Soil Mechanics, 2020, 41(1): 353-361.
[2] YIN Guang-zhi, LU Jun, ZHANG Dong-ming, LI Ming-hui, DENG Bo-zhi, LIU Chao, . Study on plastic zone and permeability-increasing radius of borehole surrounding rock under true triaxial stress conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 1-10.
[3] WANG Chuan-ying, WANG Yi-teng, HAN Zeng-qiang, WANG Jin-chao, ZOU Xian-jian, HU Sheng, . An in-situ stress measurement method based on borehole shape analysis [J]. Rock and Soil Mechanics, 2019, 40(S1): 549-556.
[4] WANG Jin-chao, TAO Dong-xin, HUANG Yan-qing, WANG Chuan-ying, HAN Zeng-qiang, HU Sheng, . Borehole imaging method based on ultrasonic synthetic aperture technology [J]. Rock and Soil Mechanics, 2019, 40(S1): 557-564.
[5] LI Li, YU Cui, SUN Tao, HAN Zeng-qiang, TANG Xin-jian, . Automatic identification of solution fissure from borehole digital optical image based on color features [J]. Rock and Soil Mechanics, 2019, 40(8): 3274-3281.
[6] SUN Qian-cheng, ZHENG Min-zong, LI Shao-jun, GUO Hao-sen, CHENG Yuan, PEI Shu-feng, JIANG Quan, . Variation characteristics and determination of tunnel relaxation depth of columnar jointed rock mass [J]. Rock and Soil Mechanics, 2019, 40(2): 728-736.
[7] XU Jiang, SONG Xiao-zheng, PENG Shou-jian, ZHANG Chao-lin, LI Qi-xian, ZHANG Xiao-lei, . Physical simulation experiment on influence of borehole spacing along the seam on effect of gas drainage [J]. Rock and Soil Mechanics, 2019, 40(12): 4581-4589.
[8] GE Yun-feng, ZHONG Peng, TANG Hui-ming, ZHAO Bin-bin, WANG Liang-qing, XIA Ding, QIU Ya-shi, LI Peng-fei, ZHANG Li, WEN Lian, CAO Tian-ci, . Intelligent measurement on geometric information of rock discontinuities based on borehole image [J]. Rock and Soil Mechanics, 2019, 40(11): 4467-4476.
[9] YUAN Liang, LIU Ye-jiao, TIAN Zhi-chao, TANG Chun-an, XUE Jun-hua, DUAN Chang-rui, ZHANG Han, . Numerical test and application of gas pre-drainage in an extra-thick seam by using ground vertical boreholes [J]. Rock and Soil Mechanics, 2019, 40(1): 370-378.
[10] WU Shun-chuan, JIANG Ri-hua, ZHANG Shi-huai, ZHANG Min, . Application of a modified Hoek-Brown strength criterion to borehole stability analysis [J]. Rock and Soil Mechanics, 2018, 39(S2): 1-13.
[11] LI Lu, LIU Xin-gen, WU Wei-bo,. Key technology of 3D stratum modelling based on borehole data [J]. , 2018, 39(3): 1056-1062.
[12] WAN Zhi-hui, DAI Guo-liang, GONG Wei-ming, . Enhanced mechanism of post-grouting pile in coral-reef limestone formations [J]. , 2018, 39(2): 467-473.
[13] WU Yu-teng , HAN Zeng-qiang , WANG Chuan-ying, ZHOU Ji-fang, HU Sheng, WANG Jin-chao,. Grouting effect evaluation of dam foundation rock mass based on fracture filling characteristics [J]. , 2017, 38(S2): 311-316.
[14] HUANG Mu, GU Lei-yu, LI Xin, LI Chun-hai,. Automatic 3D stratigraphic modeling method based on Voronoi diagram [J]. , 2017, 38(S1): 455-462.
[15] WANG Jin-chao, WANG Chuan-ying, TANG Xin-jian, HU Sheng, HAN Zeng-qiang, WANG Yi-teng, . A method for estimating rock mass joint size using borehole camera technique [J]. , 2017, 38(9): 2701-2707.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[3] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[4] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[7] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[8] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[9] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .
[10] WANG Guo-cui, YANG Min. Nonlinear analysis of laterally loaded piles in sand[J]. , 2011, 32(S2): 261 -267 .