Analysis of Impact Response of Sand Cushion for Rockfall by Distinct Element Method

Author:

Watanabe Takashi1,Masuya Hiroshi2,Satoh Akita3,Nakamura Sachio3

Affiliation:

1. Gunma University

2. Kanazawa University

3. Nihon Samicon Co. Ltd.

Abstract

In order to know efficiently the impact behavior of the actual size sand cushion under rock fall, to achieve a lot of impact experiments under various conditions or to analyze those phenomena by use of reliable accurate methods is generally required. However, there is difficulty in many cases to achieve experiments because of financial reason. Therefore, the analysis method to reproduce full-scale impact behavior is indispensable. From this point of view, we have developed Distinct Element Method. The method to model the body to collide like a rock fall by an assembly of many small elements and the method to present a sand cushion as an assembly of many elements which have different size with randomness were shown. The validity of this method was shown by the comparison with experimental results.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

1. Japan road association Handbook of preventatives against rock falls, Japan Road Association, (2000).

2. Japan Railway Civil Engineering Association Manual for preventive structures against rockFalls, Japan Railway Civil Engineering Association, (1978).

3. Impact Committee of Japan Society of Civil Engineers: Practical methods for impact test and analysis, Japan Society of Civil Engineers, Structural Engineering Series 15, (2004).

4. Masuya, H., Impact problem concerning rock falls and research activities of related field in Japan, Proc. of 6th Asia-Pacific Conference on shock & impact loads on structures, pp.63-70, Dec. (2005).

5. Subcommittee concerning performance based design of structures against impact action (edited by Masuya, H. ) Design method of structures under impact action by concept of performance based design, Structural Engineering Technical Series No. 52, Japan Society of Civil Engineers, (2007).

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