TY - GEN
T1 - Full-scale laboratory tests using a shape-acceleration array system
AU - Abdoun, T.
AU - Bennett, V.
AU - Dobry, R.
AU - Thevanayagam, S.
AU - Danisch, L.
PY - 2008
Y1 - 2008
N2 - Geotechnical instrumentation using Micro-Electro-Mechanical Systems (MEMS) are relative newcomers to this field and, as such, require extensive validation testing. This paper presents the use of a Shape-Acceleration Array (SAA) to instrument full-scale laminar container tests at the University of Buffalo. The SAA is a sensor array based on MEMS accelerometer measurements of angles relative to gravity. The sensors are contained in 30 cm long rigid segments which are connected by composite joints that prevent torsion but allow flexibility in two degrees of freedom. These rigid segments and flexible joints are combined to form a sensor array which is capable of measuring three-dimensional (3D) ground deformations at 30 cm intervals and 3D accelerations at 2.4 m intervals to a depth of 100 m. Two of these MEMS-based sensor arrays were utilized in a series of tests as part of a liquefaction and lateral spreading study. Extensive instrumentation was possible in this laboratory setting, thus the acceleration and deformation measurements from the SAAs can be compared to the traditional instrumentation, such as accelerometers and potentiometers. The goal of validating and calibrating the measured accelerations and displacements of the SAA system was achieved through these full-scale tests.
AB - Geotechnical instrumentation using Micro-Electro-Mechanical Systems (MEMS) are relative newcomers to this field and, as such, require extensive validation testing. This paper presents the use of a Shape-Acceleration Array (SAA) to instrument full-scale laminar container tests at the University of Buffalo. The SAA is a sensor array based on MEMS accelerometer measurements of angles relative to gravity. The sensors are contained in 30 cm long rigid segments which are connected by composite joints that prevent torsion but allow flexibility in two degrees of freedom. These rigid segments and flexible joints are combined to form a sensor array which is capable of measuring three-dimensional (3D) ground deformations at 30 cm intervals and 3D accelerations at 2.4 m intervals to a depth of 100 m. Two of these MEMS-based sensor arrays were utilized in a series of tests as part of a liquefaction and lateral spreading study. Extensive instrumentation was possible in this laboratory setting, thus the acceleration and deformation measurements from the SAAs can be compared to the traditional instrumentation, such as accelerometers and potentiometers. The goal of validating and calibrating the measured accelerations and displacements of the SAA system was achieved through these full-scale tests.
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U2 - 10.1061/40975(318)214
DO - 10.1061/40975(318)214
M3 - Conference contribution
AN - SCOPUS:84868948121
SN - 9780784409756
T3 - Geotechnical Special Publication
BT - Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181
T2 - Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics
Y2 - 18 May 2008 through 22 May 2008
ER -