Study on the Deep Rock Parameters of Fushun Mining Area

Jian Jun Zhou; Zhan Ling Fu; Guo Bin Zhao; Geng You Han

doi:10.4028/www.scientific.net/AMR.255-260.3722

Paper Titles

Hydrodynamic Pressure Effect Analysis of Double-Column Pier in Deep Water under Earthquake Actions
p.3697

Optimization Study of Advance Support in the Roadway of Paste Filling Working Face
p.3702

Investigation on Deformation and Failure Characteristics and Stability Control of Soft Rock Roadway Surrounding Rock in Deep Coal Mine
p.3711

The Research of Coat Materials Performance Based on Multi-Scale Method
p.3717

Study on the Deep Rock Parameters of Fushun Mining Area
p.3722

Application of Ground Freezing Method in Underground Construction
p.3727

Prediction Technology of Coal and Gas Outburst in Xuandong Coal Mine
p.3731

Characters Evaluation of Ground Pressure in Fully Mechanized Top Coal Caving Face in Soft Coal Seams
p.3735

Instability Identification of Goaf Risky in Mines Based on Distance Discriminant Analysis Method
p.3740

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Study on the Deep Rock Parameters of Fushun Mining...

Study on the Deep Rock Parameters of Fushun Mining Area

Abstract:

In order to get the mechanical parameters of deep rock for the Fushun mining area, some mechanical properties tests of rock prepared from the drill core and trial adit were carried out. The complex mechanical parameters of rock mass were proposed by inversion of B-P neural network method with intruding the uniformity design theory. The deep rock parameters were amended and correction factor was proposed by according to geostress test and high confining pressure triaxial compression test.

You might also be interested in these eBooks

Advances in Civil Engineering, CEBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

3722-3726

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.3722

Citation:

Cite this paper

Online since:

May 2011

Authors:

Jian Jun Zhou, Zhan Ling Fu, Guo Bin Zhao, Geng You Han

Keywords:

Back-Analysis of Parameters, Deep Rock Mass, Fushun Mining Area, Granite, In Situ Testing

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhao Guangxin, Li Lan, Chang Yaoguang. Design scheme of geological disaster monitoring system in Fushun city Liaoning province, Chinese journal of geological disasters and prevention, 2003,14(3):100-105.

Google Scholar

[2] Yang Wencai. Ground subsidence type, hazards, causes and countermeasures to prevent and control in Liaoning province. China geological disasters and prevention journal, 1998, 9(4): 43-47.

Google Scholar

[3] Wang Hongliang. Analysis and study of the relation between Fushun Laohutai coal mine subsidence and rock-burst [D]. Beijing:Beijing university of technology.

Google Scholar

[4] The research on rock mass mechanical properties test of part construction conditions argumentations in Fushun mining area [R]. Yichang, Three Gorges University, 2009.

Google Scholar

[5] Numerical analysis report on rock mass mechanical properties test of part construction conditions argumentations in Fushun mining area [R]. Yichang, China Three Gorges University, 2009.

Google Scholar

[6] Hoek, E. and Brown, E. T. Underground Excavations in Rock. Instn Min. Metall.: London, 1980.

Google Scholar

[7] Goodman, R. E. Engineering Geology: Rock in Engineering Construction. Wiley: New York,1993.

Google Scholar

[8] Brown, E.T. Block Caving Geomechanics. Julius Kruttschnitt Mineral Research Centre: Brisbane,2003.

Google Scholar

[9] The People's Republic of China ministry of water resources. GB 50218-94 Engineering rockmass classification standard [S]. Beijing: Ministry of construction standard quota institute.

Google Scholar

[10] The research on rock-burst caused by Fushun Lao Hutai mining[R]. Fu Shun: Fushun seismological bureau 2001.12.

Google Scholar