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三峡工程永久船闸陡高边坡岩体弹性波测试研究
引用本文:李张明,张建清.三峡工程永久船闸陡高边坡岩体弹性波测试研究[J].长江科学院院报,2000,17(1):35-38.
作者姓名:李张明  张建清
作者单位:水利部长江委长江工程地球物理勘测研究院,湖北宜昌4430
摘    要: 研究了用岩体弹性波测试手段进行现场测定三峡工程永久船闸陡高边坡岩体波速的方法及技术。根据现场实测数据得出:永久船闸陡高边坡岩体波速与观测距离的统计特征,不同破坏及自然条件下岩体波速的尺度效应,X,Y,Z三方向岩体波速特征以及边坡岩体纵、横波速度和动弹性模量参数典型值。

关 键 词:三峡工程    永久船闸    陡高边坡    弹性波方法    岩体波速    尺度效应
文章编号:1001-5485(2000)01-0035-04

Study on rock-mass elastic wave in high slope area of TGP's permanent lock
LI Zhang-ming,ZHANG Jian-qing.Study on rock-mass elastic wave in high slope area of TGP''''s permanent lock[J].Journal of Yangtze River Scientific Research Institute,2000,17(1):35-38.
Authors:LI Zhang-ming  ZHANG Jian-qing
Abstract:Using the testing technology of rock mass elastic wave,the methods of measuring rock mass wave velocities in situ inside the high slope of the TGP's permanent lock have been studied.Based on the data obtained in site,the statistic feature values of rock mass wave velocities and observed distances,the size effects under different destructions and in nature conditions,the characters of wave velocities along the three directions x,y,z and typical values of the parameters including longitudinal and transversal wave velocities and elastic modules ,were found.
Keywords:Three Gorges Project(TGP)  permanent lcok  high slope  elastic wave method  rock-mass velocity  size effect
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