1969
DOI: 10.1038/223818a0
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New Strain Meters for Geophysics

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Cited by 19 publications
(7 citation statements)
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“…Using frequency divider FD 2 with a scaling ratio of 52, the 1620-Hz signal is divided down to 31 Hz. This frequency acts as a reference frequency for two-channel lock-in amplifier SD 4 . The Open output signal is fed via LF filter LFF 4 into the other input of SD 4 .…”
Section: The Second Hf (Seismic) Channelmentioning
confidence: 99%
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“…Using frequency divider FD 2 with a scaling ratio of 52, the 1620-Hz signal is divided down to 31 Hz. This frequency acts as a reference frequency for two-channel lock-in amplifier SD 4 . The Open output signal is fed via LF filter LFF 4 into the other input of SD 4 .…”
Section: The Second Hf (Seismic) Channelmentioning
confidence: 99%
“…In a double-pass interferometer, the signal phase incursion due to deformation ε(t) along the measuring interferometer arm of length L is (4) where λ = c/ν is the laser wavelength and n is the refractive index of the medium through which the laser beam is transmitted.…”
Section: Laser Interferometer Sensitivitymentioning
confidence: 99%
See 1 more Smart Citation
“…The main concentration of effort is on strain instrumentation and preliminary work included the compilation of a survey of technique (Sydenham 1971) to assist formulation of the pro gramme which started seriously in 1970. A tensioned-wire strainmeter of improved design (see Sydenham 1969 a for a description of original units) is in operation, the results of a study made of progress with this new technique . Three other units, complete with calibrated electronic amplifiers and recorders, are in use on other projects.…”
Section: The Observatorymentioning
confidence: 99%
“…No similar experiments appear to have been carried out on the strain field, probably because of the difficulty and expense of installing strain meters. We therefore decided to use several 10 metre wire strain meters (King et al 1969; to investigate the tidal strain variation in the vicinity of Queensbury Tunnel in Yorkshire. This site had originally been selected for strain measurements because the tunnel passes through weak coal measure deposits with shallow dips (Figs 1 and 2).…”
Section: Introductionmentioning
confidence: 99%