VIBRATION CHARACTERISTICS OF SELF-MONITORING BENDER ELEMENTS WITH VARIOUS DIMENSIONS AND GEOMETRIES

Author:

OGINO Toshihiro1,NISHIO Shinya2

Affiliation:

1. 秋田大学 理工学研究科

2. 日本大学 生産工学部

Publisher

Japan Society of Civil Engineers

Reference24 articles.

1. 1) Shirley, D.J. and Hampton, L.D.: Shear-wave measurements in laboratory sediments, J. Acoust. Soc. Am., Vol. 63, No. 2, pp.607–613, 1978.

2. 2) Dyvik, R. and Madshus, C.: Lab measurements of Gmax using bender elements, Advances in the Art of Testing Soils under Cyclic Conditions, ASCE, pp.186–196, 1985.

3. 3) 地盤工学会編:地盤材料試験の方法と解説 [第一回改訂版] - 二分冊の 2 -,pp. 832–880,2020.[Japanese Geotechnical Society: Japanese geotechnical society standards-geotechnical and geoenvironmental investigation methods, Vol. 2, pp. 832–880, 2020.]

4. 4) Greening, P.D. and Nash, D.F.: Frequency domain determination of G0 using bender elements, ASTM Geotech. Test. J., Vol. 27, No. 3, pp.288–294, 2004.

5. 5) Viana Da Fonseca, A., Ferreira, C. and Fahey, M.: A framework interpreting bender element tests, combining time-domain and frequency-domain methods, ASTM Geotech. Test. J., Vol. 32, No. 2, pp.1–17, 2009.

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