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Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-400
... multiple blasts. Only very slight deformation of the RS wall was observed even after multiple blasts. Reservoir Characterization geotextile tensile strain total pressure cell dynamic pressure explosion strain gauge blast fragment dynamic response accelerometer rs wall concrete structure...
Paper presented at the ISRM International Symposium, September 12–16, 1988
Paper Number: ISRM-IS-1988-061
... drive circuit, an impacting hammer with a small accelerometer, two accelerometers for propagating elastic waves along the borehole wall, and a mechanism for fixing the probe against the borehole wall. The above-ground unit has various functions: to control 1 the impact of the hammer in the probe...
Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-204
... recovered between the depths of 53.4 m and 54.8 m. Based on the above, it is surmised that ground layers run roughly parallel with the surface of the slope. As shown in Fig. 1, eight strain gage-type accelerometers have been installed horizontally in the E-W direction down to a depth of 67.2 m and in a...
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