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Apr 26, 2012
PFC Numerical Simulation of Particle Breakage of Rock-Fill Dam
Authors: Jun Liu [email protected], Fu-hai Liu, and Xian-jing KongAuthor Affiliations
Publication: Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
In this paper, a new way of modeling the rock-fill dams is presented. Based upon the principle of particle flow code - PFC, it is possible to model the phenomenon of rock-fill breakages due to the dam's self weight and the filling of the reservoir in a simple way. The dam's self weight leads to 8.2% breakages and 1.6% additional broken blocks occurred during the reservoir filling. The breakages mainly occur at the bottom and the upstream of the dam. The reason of the particle breakage, the distribution of the contact force and the broken zone can be obtained accurately by this research. The results of the numerical simulation provide a practical basis to quantitatively analyze the rock-fill breakage of rock-fill dam using PFC, and also provide a new way to explain and analyze the particle breakage from the perspective of micro mechanism.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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School of Hydraulic Engineering, Dalian University of Technology, Dalian, 116024. E-mail: [email protected]
Fu-hai Liu
School of Hydraulic Engineering, Dalian University of Technology, Dalian, 116024
Xian-jing Kong
School of Hydraulic Engineering, Dalian University of Technology, Dalian, 116024
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