声发射
发掘
超声波传感器
地质学
剪切(地质)
波形
岩土工程
各向异性
声学
质点速度
材料科学
复合材料
工程类
光学
物理
电气工程
电压
作者
S R Carlson,R. P. Young
标识
DOI:10.1016/0148-9062(93)90042-c
摘要
Excavation-induced microcrack damage was investigated in the sidewall of a 420-m-deep tunnel at the Underground Research Laboratory. Sixteen channels of 1.0 MHz, whole-waveform acoustic emission and ultrasonic velocity data were collected over a 3.5 week period, during which the tunnel was extended by two half-metre increments. Acoustic emission locations were concentrated near the sidewall free surface. Shear source mechanisms predominated. Compressional velocities were strongly anisotropic, with the maximum velocity parallel and minimum velocity orthogonal to the tunnel. Both compressional and shear velocities rose with depth into the tunnel wall.
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