Study of Rheological Effects on the Stress and Deformation of the Sand-Gravel-Fill Dam

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This paper analyses and selects the rheological mechanism and rheological analysis of the sand-gravel-fill dam, and combines with concrete-face sand-gravel-fill dam engineering practice, using three-dimensional nonlinear finite element methods to analyze the rheological effects on stress and deformation of the dam, using two calculation program of considering sand-gravel rheological effects or not. Then analyze and compare the results of the two calculation program, and systematically summarize the rheological effects on stress and deformation of the dam.

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297-303

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March 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] WeiFeng Fang. Concrete face rock-fill dam rheological research [D]. Nanjing: Hohai University, 4-41. (2003).

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[2] Duncan J M, Chan C Y. Nonlinear analysis of stress and strain in soils[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 96: 1628-1653. (1970).

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