Abstract
A series of undrained multi-directional direct simple shear tests with circular paths were conducted to investigate the excess pore pressure generation and shear strain development in clean Hostun sands under multi-directional loading condition. The results of an example test are shown. The excess pore pressure accumulation and shear strain development under multi-directional loading condition exhibits evidently different characteristics compared with that under uni-directional loading condition. Excess pore pressure accumulates generally with the circular stress path but can have increase and decrease within a single cycle as well.
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References
Fukutake, K., Matsuoka, H.: A unified law for dilatancy under multi-directional simple shearing. Doboku Gakkai Ronbunshu 412, 143–151 (1989)
Ishihara, K., Nagase, H.: Multi-directional irregular loading tests on sand. Soil Dyn. Earthq. Eng. 7(4), 201–212 (1988)
Ishihara, K., Yamazaki, F.: Cyclic simple shear tests on saturated sand in multi-directional loading. Soils Found. 20(1), 45–59 (1980)
Kammerer, A.M.: Undrained response of Monterey 0/30 sand under multidirectional cyclic simple shear loading conditions (Doctoral dissertation, University of California, Berkeley) (2002)
Pyke, R.M., Chan, C.K., Seed, H.B.: Settlement of sands under multidirectional shaking. J. Geotech. Eng. Div. 101(4), 379–398 (1975)
Rutherford, C.J., Biscontin, G.: Development of a multidirectional simple shear testing device. Geotech. Test. J. 36(6), 858–866 (2013)
Tokimatusu, K., Yoshimi, Y.: Liquefaction of sand due to multidirectional cyclic shear. Soils Found. 22(3), 126–130 (1982)
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© 2018 Springer Nature Singapore Pte Ltd.
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Sun, M., Biscontin, G. (2018). Development of Pore Pressure and Shear Strain in Clean Hostun Sands Under Multi-directional Loading Paths. In: Zhou, A., Tao, J., Gu, X., Hu, L. (eds) Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours. GSIC 2018. Springer, Singapore. https://doi.org/10.1007/978-981-13-0125-4_12
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DOI: https://doi.org/10.1007/978-981-13-0125-4_12
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