›› 2007, Vol. 28 ›› Issue (4): 758-762.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on ground data model of drill hole information and database

SHI Qiu-jing1，HU Wu-sheng1，LIU Dan-ping2   

  1. 1. Department of Survey Engineering,Southeast University, Nanjing 210000, China； 2. Highway and Bridge Department, Zhejiang Institute of Communications, Hangzhou 311112, China
  • Received:2005-05-30 Online:2007-04-10 Published:2013-09-05

PDF (PC)

1339

Abstract: In order to build a well-organized engineering geological information database, the exchange between users’ database and system database is put forward, by which the users’ operation and the procedure of computer are separated. The users’ database is users oriented, while the system database is for the management in the system. A new ground data model is proposed in the system database. This data model is about soil mass and a segment based on “the optimized stratigraphic sequence” of a region. By using it, complicated geological information can be expressed clearly; and drill holes of different stratigraphic sequences are united to a same structure. It can deal with some problems such as faults in the geological body, and make the subsequent management easy.

Key words: drill hole information, database, stratigraphic sequence, engineering geology

CLC Number: 

  • P 642
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] GUO Chao, GAO Yong-tao, WU Shun-chuan, CHENG Zi-qiao, ZHANG Shi-huai, HAN Long-qiang, . Research of micro-seismic source location method in layered velocity medium based on 3D fast sweeping algorithm and arrival time differences database technique [J]. Rock and Soil Mechanics, 2019, 40(3): 1229-1238.
[2] LI Lu, LIU Xin-gen, WU Wei-bo，. Key technology of 3D stratum modelling based on borehole data [J]. , 2018, 39(3): 1056-1062.
[3] ZHAO Xin-yao, CHEN Jian-gong, ZHANG Hai-quan, YANG Ze-Jun, HU Ri-cheng, . Random generation of soil-rock mixture models by rock shape database using digital imaging technology [J]. Rock and Soil Mechanics, 2018, 39(12): 4691-4697.
[4] HE Chun-can , HU Xin-li , GONG Hui , TAN Fu-lin , ZHANG Han , ZHANG Xiao-yong，. Analysis of mesoscopic damage and mechanical behaviors of soil-rock mixture based on template database of soft and hard rocks [J]. , 2016, 37(10): 2993-3002.
[5] SU Shi-ding, YANG Zhong-xuan, GUO Wang-bo. Assessment of design methods for axial bearing capacity of driven piles in clay [J]. , 2015, 36(S2): 389-393.
[6] LU Wen-zhe , TAO Hai-bing , ZHU Yi-jun , LIU Gan-bin . Modelling 3D strata guided by tables of stratigraphic sequences [J]. , 2013, 34(2): 585-592.
[7] QI Sheng-wen, LIU Chun-ling, CHANG Zhong-hua, ZHAI Wen-long. Engineering geology and hydrogeology mapping zonation for post-earthquake rebuilding planning of Yushu Ms7.1 earthquake damaged zone [J]. , 2010, 31(S2): 224-228.
[8] LUO Qiang, ZHAO Lian-heng, LI Liang, TAN Han-hua. Quasi-static stability analysis of homogeneous soil slopes under effect of surcharge and earthquake [J]. , 2010, 31(12): 3835-3841.
[9] MA Chao-feng，LI Xiao，CHENG Guo-wen，PU Cong-lin. Study of practical approach to assess integrality of engineering rock mass [J]. , 2010, 31(11): 3579-3584.
[10] ZHU Fa-hua , HE Huai-jian , LIU Qiang. Engineering geology information management based on GIS and 3D visualization [J]. , 2009, 30(S2): 404-407.
[11] XU Jian-cong , SHANG Yue-quan . Study on mechanism of disintegration deformation and failure of debris landslide under rainfall [J]. , 2008, 29(1): 106-112.
[12] GUO Xiu-jun, ZHANG Zhi-kuo, JIA Yong-gang, HUANG Xiao-yu. Electrical resistivity feature of saturated silty soil in Yellow River estuarine area and its engineering geology application [J]. , 2007, 28(3): 593-598.
[13] LI Yuan-zhong. Research on engineering geologic conditions of forming hole in deep quarternary drifted material [J]. , 2006, 27(S2): 601-606.
[14] ZHU Liang-feng , CUI Yue , PAN Xin,. Data organization and management methods for 3D urban geological information [J]. , 2006, 27(S2): 633-636.
[15] QI San-hong, SHAO Ying, CHANG Jian-cheng. Estimation of engineering geology condition of Baoquan Upper Reservoir gulches [J]. , 2006, 27(S2): 693-696.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] REN Song, JIANG De-yi, YANG Chun-he, TENG Hong-wei. Creep tests on shale of cracking position in Gonghe tunnel and simulating it by DEM[J]. , 2010, 31(2): 416 -421 .
[2] LIANG Gui-lan, XU Wei-ya, TAN Xiao-long. Application of extension theory based on entropy weight to rock quality evaluation[J]. , 2010, 31(2): 535 -540 .
[3] MA Wen-tao. Forecasting slope displacements based on grey least square support vector machines[J]. , 2010, 31(5): 1670 -1674 .
[4] WANG Xie-qun，ZHANG You-xiang，ZOU Wei-lie，XIONG Hai-fan. Numerical simulation for unsaturated road-embankment deformation and slope stability under rainfall infiltration[J]. , 2010, 31(11): 3640 -3644 .
[5] WANG Wei, LIU Bi-deng, ZHOU Zheng-hua, WANG Yu-shi, ZHAO Ji-sheng. Equivalent linear method considering frequency dependent stiffness and damping[J]. , 2010, 31(12): 3928 -3933 .
[6] CHEN Xiang-hao，DENG Jian-hui，CHEN Ke-wen，ZHENG Jun，MENG Fan-li，XU Liang. Stress monitoring and analysis of gravelly soil corewall in high rockfill dam during construction[J]. , 2011, 32(4): 1083 -1088 .
[7] LIU Hua-li , ZHU Da-yong , QIAN Qi-hu , LI Hong-wei. Analysis of three-dimensional end effects of slopes[J]. , 2011, 32(6): 1905 -1909 .
[8] LIU Nian-ping , WANG Hong-tu , YUAN Zhi-gang , LIU Jing-cheng. Fisher discriminant analysis model of sand liquefaction and its application[J]. , 2012, 33(2): 554 -557 .
[9] DAI Guo-liang, YU Qi-yi, GONG Wei-ming. Study of effective pile length based on Winkler models[J]. , 2012, 33(S2): 162 -166 .
[10] WANG Wei-dong , LI Yong-hui , WU Jiang-bin . Pile-soil interface shear model of super long bored pile and its FEM simulation[J]. , 2012, 33(12): 3818 -3824 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd