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基于GIS和体视化技术的工程场地地震液化势3D可视化
引用本文:陈国兴,汤皓,刘建达. 基于GIS和体视化技术的工程场地地震液化势3D可视化[J]. 岩土工程学报, 2008, 30(4): 584-590
作者姓名:陈国兴  汤皓  刘建达
作者单位:南京工业大学岩土工程研究所;江苏省地震工程研究院 江苏南京210009;江苏南京210009;河海大学土木工程学院;江苏南京210098;江苏南京210014;
基金项目:江苏省六大人才高峰基金 , 南京工业大学校科研和教改项目
摘    要:工程场地地震液化势三维模型的建立及可视化研究的目的是用三维图形来描述地震动作用下场地液化势的空间分布特性,以此为城市防震减灾工作提供相应的支持。采用具有概率意义的饱和砂土抗液化强度经验公式来对场地进行地震液化势概率评价;采用一种基于"块"模型的数据结构来描述场地液化势三维实体;结合Kriging插值法和体视化技术进行场地液化势的三维可视化建模。研究表明:采用"块"数据模型来分割模拟三维液化势场,利用Kriging法对工程场地地震液化势进行空间数据三维插值,有助于揭示勘探孔以外任意空间点的土层液化势信息;基于液化势概率评价结果和体视化技术,采用Kriging插值法,以不同的色标体现场地液化势的风险程度,可以直观的三维图像形式呈现场地液化势的空间分布特性和变化趋势,通过剖切自动生成指定位置的二维剖面和三维切割体,工程场地液化势的三维分布特性得到有效的表达。

关 键 词:地震液化势  砂土液化概率判别法  三维建模  Kriging插值法  体视化  GIS  
文章编号:1000-4548(2008)04-0584-07
修稿时间:2007-06-07

3D visualization for earthquake-induced site liquefaction potential based on volume rendering and GIS technology
CHEN Guo-xing,TANG Hao,LIU Jian-da. 3D visualization for earthquake-induced site liquefaction potential based on volume rendering and GIS technology[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 584-590
Authors:CHEN Guo-xing  TANG Hao  LIU Jian-da
Affiliation:1.Institute of Geotechnical Engineering Nanjing University of Technology Nanjing 210009 China 2.Institute of Civil Engineering Hohai University Nanjing 210098 China 3.Institute of Earthquake Engineering of Jiangsu Province Nanjing 210014 China
Abstract:The researches on visual 3D modeling for the earthquake-induced site liquefaction potential are to resolve the problem of simulating the potential risk of earthquake-induced site liquefaction spatially by 3D reality graphics.And it could be applied to the urban earthquake prevention and disaster mitigation.Firstly,the empirical equation of cyclic resistance ratio of saturated sands with different probability levels was utilized to evaluate the earthquake-induced site liquefaction potential.Secondly,a "block" data structure was adopted to describe the 3D liquefaction potential entity.Thirdly,visual 3D visualization modeling for the earthquake-induced site liquefaction potential could be realized based on the Kriging interpolation method and volume rendering technique.It was shown that:(1) When the 3D liquefaction potential entity was partitioned by the "block" data model,the Kriging method can be adopted to realize 3D interpolation.Therefore,the latent distribution of the site liquefaction potential beyond the observation boreholes could be evaluated.(2) Based on the probability evaluation results and volume rendering technique,the Kriging interpolation results were displayed in different color marks to indicate the risk extent of the site liquefaction potential.Thereby,the spatial distributing characteristics and variety trend of the site liquefaction potential could be displayed in 3D graphic form.And also,the 2D profile section and 3D body incision could be generated automatically.
Keywords:earthquake-induced liquefaction potential  sand liquefaction probabilistic estimation method  3D Modeling  Kriging interpolation method  volume rendering  GIS
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