Numerical Simulation of Rock Fragmentation under the Impact Load of Water Jet

Joint Authors

Jiang, Hongxiang
Changlong, Du
Songyong, Liu
Kuidong, Gao

Source

Shock and Vibration

Issue

Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-11, 11 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2014-02-12

Country of Publication

Egypt

No. of Pages

11

Main Subjects

Civil Engineering

Abstract EN

To investigate the rock fragmentation and its influence factors under the impact load of water jet, a numerical method which coupled finite element method (FEM) with smoothed particle hydrodynamics (SPH) was adopted to simulate the rock fragmentation process by water jet.

Linear and shock equations of state were applied to describe the dynamic characteristics of rock and water, respectively, while the maximum principal stress criterion was used for the rock failure detection.

The dynamic stresses at the selected element containing points in rock are computed as a function of time under the impact load of water jet.

The influences of the factors of boundary condition, impact velocity, confining pressure, and structure plane on rock dynamic fragmentation are discussed.

American Psychological Association (APA)

Jiang, Hongxiang& Changlong, Du& Songyong, Liu& Kuidong, Gao. 2014. Numerical Simulation of Rock Fragmentation under the Impact Load of Water Jet. Shock and Vibration،Vol. 2014, no. 2014, pp.1-11.
https://search.emarefa.net/detail/BIM-1047875

Modern Language Association (MLA)

Jiang, Hongxiang…[et al.]. Numerical Simulation of Rock Fragmentation under the Impact Load of Water Jet. Shock and Vibration No. 2014 (2014), pp.1-11.
https://search.emarefa.net/detail/BIM-1047875

American Medical Association (AMA)

Jiang, Hongxiang& Changlong, Du& Songyong, Liu& Kuidong, Gao. Numerical Simulation of Rock Fragmentation under the Impact Load of Water Jet. Shock and Vibration. 2014. Vol. 2014, no. 2014, pp.1-11.
https://search.emarefa.net/detail/BIM-1047875

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1047875