Chapter
Apr 26, 2012

PFC Numerical Simulation of Particle Breakage of Rock-Fill Dam

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.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to Earth and Space 2010
Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments
Pages: 2933 - 2940

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

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

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share