首页 | 本学科首页   官方微博 | 高级检索  
     检索      

拱坝坝肩侧裂面的面连通率研究
引用本文:王良奎,陈剑平,卢波.拱坝坝肩侧裂面的面连通率研究[J].煤田地质与勘探,2002,30(1):41-44.
作者姓名:王良奎  陈剑平  卢波
作者单位:吉林大学建设工程学院,吉林,长春,130026
基金项目:国家自然科学基金项目(No.49872089),教育部资助优秀年轻教师基金项目(No.120413133)
摘    要:采用窗口法对拱坝坝肩不连续面进行描绘测量,对获取的不连续面的产状和亦长进行取样偏差校正和蒙特卡罗模拟,从而形成三维空间的不连续面网络模型。据工程要求对网络模型按一定带宽进行切割、投影、计算,由此可得到侧裂结构面的面连通率。在此基础上,可以进行坝肩岩体质量评价,为工程设计提供一定的理论依据。

关 键 词:三维网络模拟  侧裂结构面  拱坝坝肩  面连通率  节理
文章编号:1001-1986(2002)01-0041-04

Research on face persistence ratio of side structural plane in abutment of arch dam
WANG Liang-kui,CHEN Jian-ping,LU Bo.Research on face persistence ratio of side structural plane in abutment of arch dam[J].Coal Geology & Exploration,2002,30(1):41-44.
Authors:WANG Liang-kui  CHEN Jian-ping  LU Bo
Abstract:This paper mainly shows that discontinuities in the abutment of arch dam are measured by the means of sampling window, and orientation and trace length of discontinuities in the sampling windows are corrected and Mote-Cede simulated, thus the discontinuities' network models in 3-D space are formed. According to the project demand, the 3-D models are cut between a certain bandwidth, projected and calculated, therefore side structural planes' persistence ratio is acquired. On basic of the persistence ratio's results, rock mass quality of abutment is evaluated, and some theoretic data is offered for engineering design.
Keywords:face persistence ratio  3-D network simulation  side structural plane  abutment of arch dam  
本文献已被 CNKI 维普 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