Analytical Solution and Engineering Application of the Inclined Rectangle Plate under Longitudinal and Lateral Load

Article Preview

Abstract:

To the inclined rectangle plate subjected to forces acting longitudinally and laterally, the analytical solution of deflection, stress and inner force, considering the influence of inner force in central surface on the bending of the plate, were given by using the theory of plate and energy method. In accordance with the characteristics of structural form of rock layers in horizontal section top coal sublevel caving for the mining steep seam, deflected deformation rules of the roof and evolution path along influencing factors were discussed, the critical technical parameter of horizontal section top coal sublevel caving was got, and engineering technique measures to control strata movement were given. It is shown that, the deflected deformation and inner force are related to plate material, geometrical properties and inclined angle of the plate with obvious nonlinear properties. Then the reasonable range of horizontal section altitude of top coal sublevel caving is between 20m and 30m. The severest area of strata movement is in the central of mined-out area along mining, the upper part of subsidence area must be filled to reduce the length of hanging roof and retard the movement of overlying strata, further control the ground subsidence.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

696-700

Citation:

Online since:

December 2010

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] LIU Xiao-li, ZHOU De-pei. Stability analysis of layered dip rocky slopes with elastic plane theory [J]. Rock and Soil Mechanics, 2002, 23(2): 162- 165. (in Chinese).

Google Scholar

[2] SHI Ping-wu, SHAO Xiao-ping. Function of destruction and instability of basic roof in top coal caving of steep seams[J]. Journal of Liaoning Technical University, 2002, 23(2): 162- 165. (in Chinese).

Google Scholar

[3] Zhai Suoye, Zhang Kaizhi. Analysis on Key Layer of Overlying Strata with Elastic Slab Theory [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(11):1856-1860. (in Chinese).

Google Scholar

[4] Xu Zhi-lun. Elastic mechanics[M]. Beijing: High- er Education Press, 2006. (in Chinese).

Google Scholar

[5] S. Timoshenko,S. Woinowsky-Krieger. Elastic Stability [M] (second edition). Beijing: Science Press, (1965).

Google Scholar

[6] ZHANG Zi-fei1, LAI Xing-ping. Segment pre-blasting of sublevel caving of steep and thick coal seam under complex conditions[J]. Journal of China Coal Society, 2008, 33(8): 845- 849. (in Chinese).

DOI: 10.1201/b10555-62

Google Scholar

[7] Zhang Jia-fan, Shi Ping-wu, Zhang hui-mei. Buckling failure of the roof with top coal caving in the steep seem[J]. Journal of Xian University of Science and Technology, 2008, 28(2): 392- 396. (in Chinese).

Google Scholar