岩体体积节理数的修正研究  

Study on Modification of Volumetric Joint Count

作　　者：李攀峰[1,2] 杨建宏[1] 聂德新[2] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院,成都610072 [2]成都理工大学,成都610059

出　　处：《长江科学院院报》2009年第12期80-83,共4页Journal of Changjiang River Scientific Research Institute

摘　　要：首先介绍了岩体体积节理数(JV)的定义,指出JV定义中采用节理间距或频率更为恰当。进而讨论了体积节理数计算公式的适用范围,研究表明:该公式仅适用于岩体内分布有不多于3组贯通性正交节理的情况,而一般情况下计算结果偏大。然后,通过体积、连通率修正,使JV可适用于贯通性节理岩体和断续节理岩体,客观准确地反映工程岩体完整程度。The definition of volumetric joint count （Jv） for rock mass is introduced firstly and the indexes of joint set spacing or frequency are more suitable to the definition of Jv. The formula＇ s suitability of volumetric joint count （Jv） for rock mass is discussed and the study result indicates that this formula is only suit for rock mass with one through joint set or two to three perpendicularly through joint sets. And the result with this formula is usually bigger. After volumetric and joint persistence ratio modified, the formula of Jv for rock mass is more suitable to rock mass with persistent or intermittent joint sets. With the modified Jv, the degree of integrality for engineering rock mass is described objectively.

关 键 词：节理岩体 贯通性节理 断续节理 体积节理数 

分 类 号：TU452[建筑科学—岩土工程]