Study of the Propagation Rules of Stress Wave in Bedding Rock Slope

Zhi De Wang; Xiong Zhou; Rui Zheng; Yuan You Xia

doi:10.4028/www.scientific.net/AMM.651-653.1266

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 651-653Study of the Propagation Rules of Stress Wave in...

Study of the Propagation Rules of Stress Wave in Bedding Rock Slope

Abstract:

After analyzing the propagation of stress wave at different angles of inclination, strength parameters and the group number of structural plane. The results of research are summarized as follows: Due to the change of propagation direction in structural planes with different angles of inclination, the original propagation rule of stress wave changes too, the peak velocity of the monitory point gets relatively flat as the strength parameters of structural plane turn greater. Stress wave repeatedly refracts and reflects in many groups of structural plane, then the appropriate dynamic characteristics of the wave no longer maintains as the number of group increases or decreases. By analyzing and verifying the slope instance, the test result provides a reference for studying dynamic response rules.

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Periodical:

Applied Mechanics and Materials (Volumes 651-653)

Pages:

1266-1270

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.651-653.1266

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Online since:

September 2014

Authors:

Zhi De Wang, Xiong Zhou, Rui Zheng, Yuan You Xia

Keywords:

Bedding Rock Slope, Discrete Element, Dynamic Response Analysis, Stress Wave

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References

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