首页 | 本学科首页   官方微博 | 高级检索  
     

边坡稳定性分析地层建模方法现状与发展
引用本文:郭玉荣,邹银生. 边坡稳定性分析地层建模方法现状与发展[J]. 建筑结构, 2006, 36(4): 49-51,48
作者姓名:郭玉荣  邹银生
作者单位:湖南大学土木工程学院,长沙,410082;湖南大学土木工程学院,长沙,410082
基金项目:湖南省自然科学基金资助项目2001JJY2079,湖南省建设厅基金资助项目200107,湖南大学科学基金资助项目
摘    要:在建立边坡稳定问题的分析模型时,要建立计算程序易于识别的边坡地层模型。现有边坡计算软件的地层建模方法有直线段地层建模法、折线地层建模法和区域地层建模法。前两种方法比较繁琐,可视化程度低。基于软件技术的发展,展望了边坡软件地层建模方法的发展趋势,提出采用钻孔柱状图自动建立地层分布模型的方法,能实现高效的建模功能,大大方便边坡稳定分析的地层建模。

关 键 词:边坡稳定分析  地层建模方法  多边形  钻孔

State-of-the-art and Development of Stratum Modeling for Slope Stability Analysis
Guo Yurong,Zou Yinsheng. State-of-the-art and Development of Stratum Modeling for Slope Stability Analysis[J]. Building Structure, 2006, 36(4): 49-51,48
Authors:Guo Yurong  Zou Yinsheng
Abstract:When building analysis model to calculate the slope stability,the stratum model should be liable to discriminate by the calculation software.The existed methods including the straight line stratum modeling,the breaking line modeling and region stratum modeling are introduced.The former two methods are complex and the visualizations of them are poor.The trend of development is presented.It is suggested that the auto stratum modeling method using the hole-drilled histogram can realize the modeling expeditiously and facilitate the modeling to calculae the slope stability.
Keywords:slope stability analysis  stratum modeling  polygon  drill hole
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号