Excitation Action Triggered by Perilous Rock Avalanche to the Stability of Perilous Rock

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The mechanism failure of massive perilous rock should consider the interaction among perilous rock masses. Study on the stability of adjacent perilous rock from the excitation wave, which is produced by the perilous rock mass at the collapse instantaneousness, has important significance. Focusing on the falling-type perilous rock, physical model of perilous rock with excitation wave is considered and the stress characteristics for the excitation wave of perilous rock avalanche on dominant fissure with normal incidence is analyzed. Based on the fracture mechanics, a method to calculate the combined stress intensity factors of dominant fissure under falling excitation action of perilous rock is established. As the instance results showed, two cites of nature and rainfall, the stability coefficient are both reduce, specially in the horizontal, stability coefficient reduced by about 10% respectively, while in vertical about 2%. The results provided some scientific progresses disasters prevention and mitigation of perilous rock.

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1633-1639

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chen HK, Tang HM, Ye SQ. Research on damage model of control fissure in perilous rock[J]. Applied Mathematics and Mechanics, 2006, 27(7): 967-974.

DOI: 10.1007/s10483-006-0713-y

Google Scholar

[2] Chen HK, Xian XF, Tang HM. Stability analysis method for perilous rock by fracture mechanics[J]. Journal of Chongqing University, 2009, 32(4): 434-437.

Google Scholar

[3] Chen HK, Tang HM, Wang LF, et al. Evolution theory and its application[M]. Beijing: The Science Press, (2009).

Google Scholar

[4] Chen HK. Geomorphology research on chained regularity of perilous rock in the area of the Three Gorges Reservoir[J]. Journal of Chongqing Jiaotong University (Natural Science), 2008, 27(1): 91-95.

Google Scholar

[5] Chen HK, Tang HM, Wang LF, et al. Mechanical Mechanism for Retreat Evolution of Steep Rock Slopes with Gentle Dip [J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3): 468-473.

Google Scholar

[6] Wang LF, Chen HK. Mechanical illation for chained regularity of perilous rock[J]. Journal of Chongqing Jianzhu University, 2008, 30(2): 94-97.

Google Scholar

[7] Chen HK, Xian XF, Tang HM. Developing mechanism for collapse disaster in rocky mountain area[J]. Journal of Sichuan University (Engineering Science Edition), 2010, 42(3): 1-6.

Google Scholar