Shear behavior of coarse aggregates for dam construction under varied stress paths

Shear behavior of coarse aggregates for dam construction under varied stress paths

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Coarse aggregates are the major infrastructure materials of concrete-faced rock-fill dams and are consolidated to bear upper and lateral loads. With the increase of dam height, high confining pressure and complex stress states complicate the shear behavior of coarse aggregates, and thus impede the h...

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Bibliographic Details
Main Authors: Liu Hanlong, Deng An, Shen Yang
Format: Article
Language:English
Published: Elsevier 2008-03-01
Series:Water Science and Engineering
Subjects:
coarse aggregate
large-scale triaxial shear test
high confining pressure
stress path
stress-strain behavior
breakage
Online Access:http://www.waterjournal.cn:8080/water/EN/abstract/abstract48.shtml

Internet

http://www.waterjournal.cn:8080/water/EN/abstract/abstract48.shtml

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