(1. State Key Laboratory for Disaster Reduction in Civil Engineering，Tongji University，Shanghai 200092，China；2. Department of Geotechnical Engineering，Tongji University，Shanghai 200092，China；3. Key Laboratory of Geotechnical and Underground Engineering，Ministry of Education，Tongji University，Shanghai 200092，China)
Abstract：Due to the complexity and hidden nature of rock in engineering，traditional modeling and analysis in rock engineering are based on the data acquisition techniques and numerical methods with low accuracy. This paper integrates a series of high-precision methods and techniques into the iS3(infrastructure smart service system)，an integrated platform of engineering information developed by the authors. This system integrating software and hardware is used for data acquisition，analysis and service of rock tunnels. Binocular digital photography and 3D laser scanning are applied in iS3 to acquire and reconstitute surface and joint information of rock. Based on the high-precision information，3D mesh and block cutting algorithm are used to generate the information for numerical computation，which is integrated into the same 3D model with digital information from data acquisition. 3D finite element analysis module with nonlinear failure criterion and integrated computation module using the key block analysis and discontinuous deformation analysis(DDA) are implemented in iS3 to provide the high-precision numerical results. The service module of iS3 includes the functions such as the project management，information presentation，safety analysis，aided design and etc. This system realizes high-precision and remote service and has been applied in practical engineering cases.
朱合华1，2，3，武 威2，李晓军1，2，3，陈建琴2，黄贤斌2. 基于iS3平台的岩体隧道信息精细化采集、分析与服务[J]. 岩石力学与工程学报, 2017, 36(10): 2350-2364.
ZHU Hehua1，2，3，WU Wei2，LI Xiaojun1，2，3，CHEN Jianqin2，HUANG Xianbin2. High-precision Acquisition，analysis and service of rock tunnel information based on iS3 platform. , 2017, 36(10): 2350-2364.
[1] GORE A L. The digital earth：Understanding our planet in 21st Century[R]. Los Angeles，California：Given at the California Science Center，1998.
[2] 朱合华. 从数字地球到数字地层——岩土工程发展新思维[J]. 岩土工程界，1998，1(12)：15–17.(ZHU Hehua. From digital earth to digital stratum—a new idea in the development of geotechnical engineering[J]. Geotechnical Engineering World，1998，1(12)：15–17.(in Chinese))
[3] 顾朝林，李满春. “数字城市”研究漫谈[J]. 城市规划汇刊，1999，(5)：25–27.(GU Chaolin，LI Manchun. Discussion on research“digital city”[J]. Urban Planning Review，1999，(5)：25–27.(in Chinese))
[4] 吴立新，殷作如，邓智毅，等. 论21世纪的矿山——数字矿山[J]. 煤炭学报，2000，25(4)：337–342.(WU Lixin，YIN Zuoru，DENG Zhiyi， et al. Research to the mine in the 21st century：digital mine[J]. Journal of China Coal Society，2000，25(4)：337–342.(in Chinese))
[5] 朱合华，李晓军. 数字地下空间与工程[J]. 岩石力学与工程学报，2007，26(11)：2 277–2 288.(ZHU Hehua，LI Xiaojun. Digital underground space and engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(11)：2 277–2 288.(in Chinese))
[6] 李晓军，朱合华，解福奇. 地下工程数字化的概念及其初步应用[J]. 岩石力学与工程学报，2006，25(10)：1 975–1 980.(LI Xiaojun，ZHU Hehua，XIE Fuqi. Concept of digitalization of underground engineering and its preliminary application[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(10)：1 975–1 980.(in Chinese))
[7] CHEN J Q，ZHU H H，LI X J. Automatic extraction of discontinuity orientation from rock mass surface 3D point cloud[J]. Computers and Geosciences，2016，95：18–31.
[8] LI X J，CHEN J Q，ZHU H H. A new method for automated discontinuity trace mapping on rock mass 3D surface model[J]. Computers and Geosciences，2016，89：118–131.
[9] 李新星，朱合华，蔡永昌，等. 基于三维地质模型的岩土工程有限元自动建模方法[J]. 岩土工程学报，2008，30(6)：855–862.(LI Xinxing，ZHU Hehua，CAI Yongchang，et al. Automatic modeling method of numerical analysis in geotechnical engineering based on 3D geologic model[J]. Chinese Journal of Geotechnical Engineering，2008，30(6)：855–862.(in Chinese))
[10] 朱合华，董文澎，李晓军，等. 地下工程施工模型数字与数值一体化自动建模方法[J]. 岩土工程学报，2011，33(1)：16–22.(ZHU Hehua，DONG Wenpeng，LI Xiaojun，et al. Automatic modeling method for digital and numerical integration of underground construction model[J]. Chinese Journal of Geotechnical Engineering，2011，33(1)：16–22.(in Chinese))
[11] FEKETE S，DIEDERICHS M. Integration of three-dimensional laser scanning with discontinuum modelling for stability analysis of tunnels in blocky rockmasses[J]. International Journal of Rock Mechanics and Mining Sciences，2013，57(1)：11–23.
[12] ZHU H H，WU W，CHEN J Q，et al. Integration of three dimensional discontinuous deformation analysis(DDA) with binocular photogrammetry for stability analysis of tunnels in blocky rockmass[J]. Tunnelling and Underground Space Technology，2016，51(1)：30–40.
[13] ZHANG L Y，ZHU H H. Three-dimensional Hoek-Brown strength criterion for rocks[J]. Journal of Geotechnical and Geoenvironmental Engineering，2007，133(9)：1 128–1 135.
[14] PRIEST S. Three-dimensional failure criteria based on the Hoek- Brown criterion[J]. Rock Mechanics and Rock Engineering，2012，45(6)：989–993.
[15] ZHANG Q，ZHU H H，ZHANG L Y. Modification of a generalized three-dimensional Hoek-Brown strength criterion[J]. International Journal of Rock Mechanics and Mining Sciences，2013，59(5)：80–96.
[16] 朱合华，张 琦，章连洋. Hoek-Brown强度准则研究进展与应用综述[J]. 岩石力学与工程学报，2013，32(10)：1 945–1 963.(ZHU Hehua，ZHANG Qi，ZHANG Lianyang. Review of Research progresses and applications of Hoek-Brown strength criterion[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(10)：1 945–1 963.(in Chinese))
[17] 石根华. 岩体稳定分析的赤平投影方法[J]. 中国科学：A辑，1977，20(3)：260–271.(SHI Genhua. Stereographic method for the stability analysis of the discontinuous rocks[J]. Science in China，Ser. A，1977，20(3)：260–271.(in Chinese))
[18] SHI G H. Discontinuous deformation analysis-a new numerical model for the statics and dynamics of block system[Ph. D. Thesis][D]. Berkeley：University of California，Berkeley，1988.
[19] WU W，ZHU H H，ZHUANG X Y，et al. A multi-shell cover algorithm for contact detection in the three dimensional discontinuous deformation analysis[J]. Theoretical and Applied Fracture Mechanics， 2014，72(1)：136–149.
[20] ZHU H H，WU W，ZHUANG X Y，et al. Method for estimating normal contact parameters in collision modeling using discontinuous deformation analysis[J]. International Journal of Geomechanics，2017，17(5).
[21] 徐国华. GIS的渊源及启迪[J]. 地图，1994，(3)：53–54.(XU Guohua. The origin and enlightenment of GIS[J]. Cartography，1994，(3)：53–54.(in Chinese))
[22] 何清华，钱丽丽，段运峰，等. BIM在国内外应用的现状及障碍研究[J]. 工程管理学报，2012，26(1)：12–16.(HE Qinghua，QIAN Lili， DUAN Yunfeng，et al. Current situation and barriers of BIM implementation[J]. Journal of Engineering Management，2012，26(1)：12–16.(in Chinese))
[23] GUO H L，LI H，SKITMORE M. Life cycle management of construction projects based on virtual Prototyping technology[J]. Journal of Management in Engineering，2010，26(1)：41–47．
[24] 李新星. 基于DUSE的数字–数值一体化核心技术研究及其应用[博士学位论文][D]. 上海：同济大学，2007.(LI Xinxing. Study of key techniques on the integration of digital underground space and engineering(DUSE) and numerical analysis[Ph. D. Thesis][D]. Shanghai：Tongji University，2007.(in Chinese))
[25] WU W，ZHUANG X Y，ZHU H H，et al. Centroid sliding pyramid method for removability and stability analysis of fractured hard rock[J]. Acta Geotech，2017，12(3)：627–644.
2017, Vol. 36 
