Bender Elements and Bending Disks for Measurement of Shear and Compression Wave Velocities in Large Fully and Partially Saturated Sand Specimens

Bender element and bending disk setups were designed and implemented in a liquefaction box that accommodated a large sand specimen (190 mm × 300 mm × 490 mm). The box was manufactured for testing fully and partially saturated sand specimens under cyclic and earthquake excitation. Special housings for bender elements (31.8 mm × 12.7 mm × 0.51 mm) were manufactured to allow insertion of the elements through the side walls of the box. The bender elements were used to measure shear wave velocities in multiple directions to ascertain the uniformity of a sand specimen prepared in the liquefaction box. Large bending disks (31.8 mm × 0.41 mm) in special housings were utilized to measure compression wave velocities with the aim of investigating the presence and effect of the degree of partial saturation in specimens. The housings for bender elements and bending disks were designed to minimize the boundary effects of the Plexiglas walls of the liquefaction box. This paper provides details of the experimental setup and the designs of the bender element and bending disk housings. Sample test results of shear and compression wave measurements are also included to demonstrate successful application of the test setup. The experimental setup described is well suited for utilizing bender elements and bending disks for shear and compression wave velocity measurements in fully and partially saturated large sand specimens.

[1]  R. O. Deniz Bender elements and bending disks for measurement of shear and compressional wave velocities in large sand specimens , 2008 .

[2]  J. H. Atkinson,et al.  Interpretation of bender element tests , 1995 .

[3]  Yasuhiro Shamoto,et al.  Verification of the Soil-Type Specific Correlation between Liquefaction Resistance and Shear-Wave Velocity of Sand by Dynamic Centrifuge Test , 2010 .

[4]  D. Shirley,et al.  Shear‐wave measurements in laboratory sediments , 1978 .

[5]  Don J. DeGroot,et al.  Nondestructive sample quality assessment of a soft clay using shear wave velocity , 2007 .

[6]  Jun Yang Liquefaction resistance of sand in relation to P-wave velocity , 2002 .

[7]  R. D. Hryciw,et al.  Laboratory Measurement of Small Strain Shear Modulus Under K0 Conditions , 1990 .

[8]  K. Tokimatsu,et al.  Effects of air bubbles on B-value and P-wave velocity of a partly saturated sand , 2002 .

[9]  Xiangwu Zeng,et al.  Evaluation of Shear Wave Velocity Based Soil Liquefaction Resistance Criteria by Centrifuge Tests , 2009 .

[10]  E. A. Subaida,et al.  Standardization of Test Procedure for Tension Test on Coir Yarns and Woven Coir Geotextiles , 2009 .

[11]  I. M. Idriss,et al.  Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils , 1986 .

[12]  K. Ishihara,et al.  RESISTANCE OF PARTLY SATURATED SAND TO LIQUEFACTION WITH REFERENCE TO LONGITUDINAL AND SHEAR WAVE VELOCITIES , 2002 .

[13]  Xiangwu Zeng,et al.  Application of bender elements in measuring Gmax of sand under K0 condition , 1998 .

[14]  P. Schultheiss,et al.  Simultaneous measurement of P & S wave velocities during conventional laboratory soil testing procedures , 1981 .

[15]  Dong-Soo Kim,et al.  A Shear Wave Velocity Tomography System for Geotechnical Centrifuge Testing , 2010 .

[16]  P. Byrne,et al.  Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid? , 2007 .

[17]  Kazunori Tabe,et al.  A Transparent Water-Based Polymer for Simulating Multiphase Flow , 2010 .

[18]  E. Leong,et al.  Measuring Shear Wave Velocity Using Bender Elements , 2005 .

[19]  K. Ishihara,et al.  Cyclic strength of imperfectly saturated sands and analysis of liquefaction , 2004, Proceedings of the Japan Academy. Series B, Physical and Biological Sciences.

[20]  Jong-Sub Lee,et al.  Bender Elements: Performance and Signal Interpretation , 2005 .

[21]  K. Stokoe,et al.  Measurement of Shear Waves in Laboratory Specimens by Means of Piezoelectric Transducers , 1996 .