Bender element tests in dry and saturated sand: Signal interpretation and result comparison

Soils and Foundations - Tập 55 - Trang 951-962 - 2015
Xiaoqiang Gu1, Jun Yang2, Maosong Huang1, Guangyun Gao1
1Department of Geotechnical Engineering and Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai, China
2Department of Civil Engineering, The University of Hong Kong, Pokfulam, Hong Kong, China

Tài liệu tham khảo

Andrus, 2000, Liquefaction resistance of soils from shear-wave velocity, J. Geotech. Geoenviron. Eng., 126, 1015, 10.1061/(ASCE)1090-0241(2000)126:11(1015) Biot, 1956, Theory of propagation of elastic waves in a fluid-saturated porous solid. I. Low frequency range & II. Higher frequency range, J. Acoust. Soc. Am., 28, 168, 10.1121/1.1908239 Brignoli, 1996, Measurement of shear waves in laboratory specimens by means of piezoelectric transducers, Geotech. Test. J., 19, 384, 10.1520/GTJ10716J Camacho-Tauta, J., Sanrtos, J.A., Viana da Fonseca, A., 2014. Two-bender receivers frequency domain analysis in resonant-column tests. Advances in Soil Dynamics and Foundation Engineering ASCE-GSP, vol. 240, pp. 72–82. De Alba, 1984, Elastic-wave velocities and liquefaction potential, Geotechn. Test. J., 7, 77, 10.1520/GTJ10596J Dyvik, 1985, Lab measurements of Gmax using bender element, 186 Ezaoui, 2009, Experimental measurements of the global anisotropic elastic behavior of dry Hostun sand during triaxial tests, and the effect of sample preparation, Géotechnique, 59, 621, 10.1680/geot.7.00042 Ferreira, C., Viana da Fonseca, A., Santos, J.A., 2006. Comparison of simultaneous bender elements and resonant-column tests on Porto residual soil. Soil Stress–strain Behavior: Measurement, Modeling and Analysis, Geotechnical Symposium in Roma, pp. 523–535. Frost, 2003, A critical assessment of the moist tamping technique, Geotech. Test. J., 26, 55 Greening, 2004, Frequency domain determination of G0 using bender elements, Geotech. Test. J., 27, 288 Gu, 2012 Gu, X.Q., Yang, J., 2011. Laboratory measurement of small strain shear modulus of completely decomposed granite. In: Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athens, Greece. Gu, 2013, A discrete element analysis of elastic properties of granular materials, Granul. Matter, 15, 139, 10.1007/s10035-013-0390-3 Gu, 2013, Laboratory measurements of small strain properties of dry sands by bender element, Soils Found., 53, 735 Hardin, 1963, Elastic wave velocities in granular soils, J. Soil Mech. Found. Div., 89, 39 Hoque, 1998, Anisotropy in elastic deformation of granular materials, Soils Found., 38, 163, 10.3208/sandf.38.163 Iwasaki, 1977, Effect of grain size and grading on dynamic shear moduli of sand, Soils Found., 17, 19, 10.3208/sandf1972.17.3_19 Kamon, 2004, Two-dimensional DNAPL migration affected by groundwater flow in unconfined aquifer, J. Hazard. Mater., 110, 1, 10.1016/j.jhazmat.2004.02.033 Kim, D.S., Stokoe, K.H., Roesset, J.M., 1991. Characterization of material damping of soils using resonant column and torsional shear tests. In: Proceedings of 5th International Conference on Soil Dynamics and Earthquake Engineering, Karlsruhe, Germany. Kokusho, 1980, Cyclic triaxial test of dynamic soil properties for wide strain range, Soils Found., 20, 45, 10.3208/sandf1972.20.2_45 Lee, 2005, Bender element, performance and signal interpretation, J. Geotech. Geoenviron. Eng., 131, 1063, 10.1061/(ASCE)1090-0241(2005)131:9(1063) Lings, 2001, A novel bender/extender element for soil testing, Géotechnique, 51, 713, 10.1680/geot.2001.51.8.713 Nakagawa, 1997, Observation of Biot compressional wave of the second kind in granular soils, Géotechnique, 47, 133, 10.1680/geot.1997.47.1.133 Qiu, 2008, Effective soil density for propagation of small strain shear waves in saturated soil, J. Geotech. Geoenviron. Eng., 134, 1815, 10.1061/(ASCE)1090-0241(2008)134:12(1815) Rashidian, M., Ishihara, K., Kokusho, T., Kanatani, M., Okamoto, T., 1995. Effect of sample preparation methods on shear wave velocity. In: Proceedings of the Second International Conference on Seismology and Earthquake Engineering, Teheran, Iran, pp. 1501–1508. Richart, 1970 Shirley, 1978, Shear-wave measurements in laboratory sediments, J. Acoust. Soc. Am., 63, 607, 10.1121/1.381760 Souto, 1994, Measurement of dynamic parameters of road pavement materials by the bender element and resonant column tests, Géotechnique, 44, 519, 10.1680/geot.1994.44.3.519 Stokoe, K.H.II, Hwang, S.K., Lee, J.N.-K., 1995. Effects of various parameters on the stiffness and damping of soils at small to medium strains. In: Proceedings of the First International Conference on Prefailure Deformation Characteristics of Geomaterials, vol. II, pp. 785–816. Sze, 2014, Failure modes of sand in undrained cyclic loading: impact of sample preparation, 140, 152 Tatsuoka, 1979, Shear modulus and damping by drained tests on clean sand specimens reconstituted by various methods, Soils Found., 19, 39, 10.3208/sandf1972.19.39 Viana da Fonseca, 2009, A framework interpreting bender element tests, combining time-domain and frequency-domain methods, Geotech. Test. J., 32, 1 Viggiani, 1995, Interpretation of bender element tests, Géotechnique, 45, 149, 10.1680/geot.1995.45.1.149 Yamashita, S., Fujiwara, T., Kawaguchi, T., Mikami, T., Nakata, Y., Shibuya, S., 2007. International parallel test on the measurement of Gmax using bender elements organized by TC-29. ISSMGE TC-29 Report, pp. 1–76. Yamashita, 2009, Interpretation of international parallel test on the measurement of Gmax using bender elements, Soils Found., 49, 631, 10.3208/sandf.49.631 Yang, 2013, Shear stiffness of granular material at small strain: does it depend on grain size?, Géotechnique, 63, 165, 10.1680/geot.11.P.083 Yang, 1998, Influence of viscous coupling on seismic reflection and transmission in saturated porous media, Bull. Seismol. Soc. Am., 88, 1289, 10.1785/BSSA0880051289 Yang, 2009, Factors affecting site response to multi-directional earthquake loading, Eng. Geol., 107, 77, 10.1016/j.enggeo.2009.04.002 Youn, 2008, Measurement of small-strain shear modulus Gmax of dry and saturated sands by bender element, resonant column, and torsional shear tests, Can. Geotech. J., 45, 1426, 10.1139/T08-069