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围压试验在空心包体式应变计地应力测量中的作用
引用本文:刘允芳,刘元坤.围压试验在空心包体式应变计地应力测量中的作用[J].岩石力学与工程学报,2004,23(23):3932-3937.
作者姓名:刘允芳  刘元坤
作者单位:长江科学院岩基研究所,武汉,430010
摘    要:围压加载试验是空心包体式钻孔三向应变计地应力测量中配套进行的一种重要试验。详细推导了围压加载试验测定弹性常数的计算公式,并且利用它的试验成果对解除应变值进行修正,使地应力实测成果的可靠性更高,附有实例。

关 键 词:岩石力学  地应力测量  空心包体式钻孔三向应变计  围压加载试验  弹性常数的测定
文章编号:1000-6915(2004)23-3932-06
收稿时间:2003-8-4
修稿时间:2003-10-16

FUNCTION OF CONFINING PRESSURE TEST ON HOLLOW INCLUSION TRIAXIAL STRAIN GAUGE FOR GEOSTRESS MEASUREMENT
Liu Yunfang,Liu Yuankun.FUNCTION OF CONFINING PRESSURE TEST ON HOLLOW INCLUSION TRIAXIAL STRAIN GAUGE FOR GEOSTRESS MEASUREMENT[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(23):3932-3937.
Authors:Liu Yunfang  Liu Yuankun
Abstract:The confining pressure test is an important and essential test to geostress measurement with hollow inclusion triaxial strain gauge. The calculation formulas of elastic modulus to participate processing of measured data are derived minutely based on the test data. The release strains are corrected to achieve greater reliability of measured geostress results by using the results of confining pressure test. A practical example is presented to show the availability of the study result.
Keywords:rock mechanics  geostress measurement  hollow inclusion triaxial strain gauge  confining pressure  test  determination of elastic modulus
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