NEHRP Clearinghouse

Title
In situ Shear Wave Velocity Measurements on MIT Campus. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
File
PB293928.pdf
Author(s)
Murphy, V. J.
Source
National Science Foundation, Washington, DC. Applied Science and Research Applications., January 1973, 14 p.
Identifying Number(s)
INTERNAL STUDY-26
Abstract
Seismic field measurements were made to determine in-situ velocity values and elastic moduli of the overburden materials at the westerly end of the Massachusetts Institute of Technology campus. A seismic refraction line was also operated to measure the depths to bedrock and to provide velocity control for measurement intervals for the in-situ velocity studies. Field work was completed during the month of March, 1972. Three orthogonal geophones, two horizontal and one vertical, comprising a detector unit capable of measuring in three different directions, were used. One such unit was placed at each of three boreholes. The signals from these three-directional geophones, enhanced by amplification and filtering, were displayed on a photographic recording oscillograph employing 12 channels of a portable seismograph. Seismic energy was generated with small charges of explosives in a fourth hole. Timing lines were provided across the photographic records at two millisecond intervals. For the seismic refraction line, single geophones, vertical component only, were used at approximately 100-foot spacings along the line of investigation. These geophones were connected to a multi-conductor cable which in turn was connected to the recording instrumentation.
Keywords
Seismic velocity; Seismic design; Massachusetts Institute of Technology; Seismometers; Seismic waves; Massachusetts; Boreholes; Seismic arrays; Seismic refraction; Earthquake engineering; Cambridge (Massachusetts)