TY - GEN
T1 - Shear wave velocity measurement in a large geotechnical laminar box using bender elements
AU - Colletti, J.
AU - Tessari, A.
AU - Sett, K.
AU - Hoffman, W.
AU - Coleman, J.
N1 - Publisher Copyright:
© 2018 Taylor & Francis Group, London.
PY - 2018
Y1 - 2018
N2 - Bender elements have been used by geotechnical engineers for decades in triaxial, resonant column, direct/simple shear, and centrifuge experiments. The primary use of a bender element (BE) transducer system is to generate and measure the propagation of elastic waves in soil to determine the compression and shear-wave velocities. These are valuable mechanical properties and may be correlated to other geotechnical indices as well as provide the initial small-strain value when determining modulus degradation curves. Bender elements have been implemented on a large field-type scale in the Geotechnical Laminar Box (GLB) at the University at Buffalo. Full-2D and 3D arrays of bender elements were used in the GLB to map the changing state of a soil model throughout two full-scale dynamic experimental programs. This paper will describe the equipment, model setup, methodologies, and a data set.We will also present a brief analysis of the results of the GLB-BE system as well as outline their potential use in uncertainty quantification and in future projects.
AB - Bender elements have been used by geotechnical engineers for decades in triaxial, resonant column, direct/simple shear, and centrifuge experiments. The primary use of a bender element (BE) transducer system is to generate and measure the propagation of elastic waves in soil to determine the compression and shear-wave velocities. These are valuable mechanical properties and may be correlated to other geotechnical indices as well as provide the initial small-strain value when determining modulus degradation curves. Bender elements have been implemented on a large field-type scale in the Geotechnical Laminar Box (GLB) at the University at Buffalo. Full-2D and 3D arrays of bender elements were used in the GLB to map the changing state of a soil model throughout two full-scale dynamic experimental programs. This paper will describe the equipment, model setup, methodologies, and a data set.We will also present a brief analysis of the results of the GLB-BE system as well as outline their potential use in uncertainty quantification and in future projects.
UR - https://www.scopus.com/pages/publications/85061369635
U2 - 10.1201/9780429438660-39
DO - 10.1201/9780429438660-39
M3 - Conference contribution
AN - SCOPUS:85061369635
SN - 9781138559752
T3 - Physical Modelling in Geotechnics
SP - 299
EP - 304
BT - Physical Modelling in Geotechnics
A2 - McNamara, Andrew
A2 - Divall, Sam
A2 - Goodey, Richard
A2 - Taylor, Neil
A2 - Stallebrass, Sarah
A2 - Panchal, Jignasha
PB - CRC Press/Balkema
T2 - 9th International Conference on Physical Modelling in Geotechnics, ICPMG 2018
Y2 - 17 July 2018 through 20 July 2018
ER -