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