本文从节理化岩体弹性变形能角度导出了含一组节理的岩体的弹性柔度矩阵。
Based on the strain energy consideration, this paper derives a elastic compliance matrix for rock masses with one set of joints.
对取自四川某地灰岩进行了两种不同尺寸CSTBD试样的弹性柔度测试，进而计算出岩石弹性模量。
Specimen elastic compliance is measured with two sized CSTBD specimens of limestone, which is taken from Sichuan province.
实验表明，表征不连续界面性质的柔度系数对弹性波传播的影响较大。
Experiments show that the flexibility coefficient which represents the characterization of discontinuity interfaces has an influence on elastic wave propagations.
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