Research on the Hard-Rock Breaking Mechanism of Hydraulic Drilling Impact Tunneling

Joint Authors

Long, Risheng
Sun, Shaoni
Lian, Zisheng

Source

Mathematical Problems in Engineering

Issue

Vol. 2015, Issue 2015 (31 Dec. 2015), pp.1-34, 34 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2015-09-16

Country of Publication

Egypt

No. of Pages

34

Main Subjects

Civil Engineering

Abstract EN

In order to realize the rapid hard-rock tunneling in a safe, highly effective, and economic manner, the hydraulic drilling impact hard-rock tunneling (HDIHT) technology and method were introduced based on the theories of rock mechanics and hydraulic impact.

The key parameters, including drilling radius and impact distance, were researched to reveal the stress behavior during HDIHT process.

The Von Mises equivalent stress and its principal stress components were analyzed, and the breaking mechanism of HDIHT was also discussed.

The simulation results show that, to ensure the effectiveness of “secondary breaking” caused by drilling hole free surfaces, the impact distance should not exceed 200 mm, and the optimal drilling radius was about 35 mm.

American Psychological Association (APA)

Long, Risheng& Sun, Shaoni& Lian, Zisheng. 2015. Research on the Hard-Rock Breaking Mechanism of Hydraulic Drilling Impact Tunneling. Mathematical Problems in Engineering،Vol. 2015, no. 2015, pp.1-34.
https://search.emarefa.net/detail/BIM-1073029

Modern Language Association (MLA)

Long, Risheng…[et al.]. Research on the Hard-Rock Breaking Mechanism of Hydraulic Drilling Impact Tunneling. Mathematical Problems in Engineering No. 2015 (2015), pp.1-34.
https://search.emarefa.net/detail/BIM-1073029

American Medical Association (AMA)

Long, Risheng& Sun, Shaoni& Lian, Zisheng. Research on the Hard-Rock Breaking Mechanism of Hydraulic Drilling Impact Tunneling. Mathematical Problems in Engineering. 2015. Vol. 2015, no. 2015, pp.1-34.
https://search.emarefa.net/detail/BIM-1073029

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1073029