Back Analysis of Rockfall Trajectory and its Parameters

Author:

Wei Zuo An1,Shen Lou Yan2,Chen Yu Long1,Zhu Bin3

Affiliation:

1. Chongqing University

2. Central South University

3. Hebei State-owned Minerals Development and Investment Co., Ltd

Abstract

Every year, China suffers greatly from economic losses caused by rockfall hazards. The key to effectively control rockfall hazards is to obtain an accurate rockfall trajectory. However, not only is rockfall trajectory complex and unable to be described accurately in mathematical formula, but basic parameters influencing its movement are also unable to be measured directly. Therefore, the back analysis method combining laboratory rockfall simulation test with computer numerical simulation is adopted to study rockfall trajectory and its basic parameters. The results show that the method can not only get basic parameters of rockfall trajectory such as coefficient of restitution and angle of frication, but also precisely deduce true rockfall trajectory, which can provide help in effectively controlling rockfall hazards.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference14 articles.

1. Zhang Luqing, Yang Zhifa, Xu Bing: Rockfalls and rockfall hazards. Journal of Engineering Geology Vol. 3 (2004), p.225.

2. Shen Jun, He Si-ming, Wu Yong: Present Research Status and Development Trend of Rockfall Hazards. Journal of Catastrophology Vol. 4 (2008), p.122.

3. Liu zhuanzheng. Geological Hazard Investigation Guide. China Geological Publishing House (2000).

4. Information on http: /www. cigem. gov. cn.

5. Pichler B., Hellmich C. H., Mang H. A: Impact of rocks onto gravel design and evaluation of experiments[J].International Journal of Impact Engineering Vol. 4 (2005), p.559.

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