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Title: Gage inclusion experiments

Conference ·
OSTI ID:5334629

To make field measurements of the free-field radial stress, we typically drill holes in the host rock and couple the gages to the rock with a grout material. Usually there is a mismatch of the mechanical properties of gage, installation grout, and host rock. The mismatch may produce peak values that are different from the free-field values and distort the waveshapes. This is the gage inclusion problem. To investigate this effect and provide data for comparison with modeling calculations, we have fielded pairs of gages in which the gage package or the installation technique differed between the pairs. Experiments were conducted in four environments: wet tunnel bed tuff, a block of DSRM2 grout, Yuma soil, and partially saturated tuff. Data suggest that: (1) at stresses below one kilobar in wet tuff, specific gage types will show peak amplitudes of 65 to 70% of the peaks, and reduced impulses, shown by other gage types, (2) there are negligible inclusion effects at the two kilobar level in DSRM2 grout, (3) a gage package with a wave transit time longer than the risetime of the incident stress wave may overregister and distort the waveshape, and (4) geometry effects -- a hole versus a slot -- can generate different peak values. 5 refs., 15 figs., 2 tabs.

Research Organization:
Sandia National Lab. (SNL-NM), Albuquerque, NM (United States)
Sponsoring Organization:
DOE/DP
DOE Contract Number:
AC04-76DP00789
OSTI ID:
5334629
Report Number(s):
SAND-89-0994C; CONF-8909163-10; ON: DE90003576
Resource Relation:
Conference: 5. symposium on containment of underground nuclear detonations, Santa Barbara, CA (USA), 19-21 Sep 1989
Country of Publication:
United States
Language:
English