灌浆前后岩体弹性模量的检测

长江科学院院报 ›› 2001, Vol. 18 ›› Issue (4): 58-61.

灌浆前后岩体弹性模量的检测

朱杰兵, 景锋, 尹健民

长江科学院岩基研究所，湖北武汉430010

出版日期:2001-08-01 发布日期:2012-03-05

Measurement of elastic moduli of rock mass before and after grouting

ZHU Jie-Bing, JING Feng, YIN Jian-Min

Online:2001-08-01 Published:2012-03-05

摘要/Abstract

摘要： 偏采用钻孔弹性模量计对三峡F215断层带灌浆试验不同时期的岩体弹性模量进行了测试,测试值反映了灌浆前后断层带岩体弹性模量值的变化,为评价灌浆效果提供了一个较好的指标。心铰弧形闸门门座结构特殊，

关键词: 钻孔弹性模量计, 灌浆试验, 现场检测

Abstract: By means of borehole dilatometer method,the insitu measurement of elastic modulus was carried out in the F215 fracture zone of Three Georges Project inthedifferent stages.These results reflect changes of moduli at fracture zone rockmass before and after grouting,whick offer a better index to evaluate grouting effect.

朱杰兵, 景锋, 尹健民. 灌浆前后岩体弹性模量的检测[J]. 长江科学院院报, 2001, 18(4): 58-61.

ZHU Jie-Bing, JING Feng, YIN Jian-Min. Measurement of elastic moduli of rock mass before and after grouting[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2001, 18(4): 58-61.