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SHEAR MODULUS AND DAMPING BY DRAINED TESTS ON CLEAN SAND SPECIMENS RECONSTITUTED BY VARIOUS METHODS.

Soils and Foundations (1979) 19(1) 39-54
DOI: 10.3208/sandf1972.19.39
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Abstract

Comprehensive tests on a clean sand were performed to evaluate the effects of the methods of sample preparations on shear moduli and hysteretic damping ratios of sands with use of a resonant-column apparatus and a static torsional shear device. All of the tests were solid cylindrical and those for torsional shear tests were hollow cylindrical. These specimens were sheared torsionally and cyclically.

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APA

Tatsuoka, F., Iwasakji, T., Yosida, S., Fukushima, S., & Sudo, H. (1979). SHEAR MODULUS AND DAMPING BY DRAINED TESTS ON CLEAN SAND SPECIMENS RECONSTITUTED BY VARIOUS METHODS. Soils and Foundations, 19(1), 39–54. https://doi.org/10.3208/sandf1972.19.39

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