TY - CONF
T1 - Micro computer control of direct shear tests
AU - Hutson, R. W.
AU - Dowding, C. H.
N1 - Funding Information:
This research was financially supported as part of grants CEE-831-4440 and ECE-851-3981 from the National Science Foundation's Earthquake Hazara Mitigation Program under Program Directors K. Thirumalai and C. Astill. Professor Stein Sture and in particular Professor Bernard Amadei at the University of Colorado were of great help in allowing the authors access
Publisher Copyright:
© 28th U.S. Symposium on Rock Mechanics, USRMS 1987. All rights reserved.
PY - 1987
Y1 - 1987
N2 - In many instances, tests are more a function of equipment capabilities than an attempt to simulate field conditions. For example, direct shearing of rock joints in which dilation is restricted normal to the joint plane is more representative of underground deformation than a constant normal load test. Yet, shearing with restricted normal deformation is rarely conducted because, among other things, available equipment is best suited for the more common constant normal load test. This paper describes the interfacing of a general purpose micro computer to a MTS system and its subsequent use in shearing rock joints under conditions of controlled normal deformation. The use of micro computer control greatly reduces the cost of performing such tests. Results of selected tests are presented to demonstrate the effectiveness of the procedure.
AB - In many instances, tests are more a function of equipment capabilities than an attempt to simulate field conditions. For example, direct shearing of rock joints in which dilation is restricted normal to the joint plane is more representative of underground deformation than a constant normal load test. Yet, shearing with restricted normal deformation is rarely conducted because, among other things, available equipment is best suited for the more common constant normal load test. This paper describes the interfacing of a general purpose micro computer to a MTS system and its subsequent use in shearing rock joints under conditions of controlled normal deformation. The use of micro computer control greatly reduces the cost of performing such tests. Results of selected tests are presented to demonstrate the effectiveness of the procedure.
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M3 - Paper
AN - SCOPUS:33845587919
SP - 125
EP - 132
T2 - 28th U.S. Symposium on Rock Mechanics, USRMS 1987
Y2 - 29 June 1987 through 1 July 1987
ER -