Calculation of the height of a protective layer of loose material with major caving of rock masses

Author:

Lindin G. L.,Khramtsov V. F.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,General Engineering

Reference7 articles.

1. I. G. Aitmatov et al., “Methods and results of studying the stressed state of broken rock masses and creation on the basis of them of effective methods for managing mine pressure with underground mining,” Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 4 (1987).

2. V. R. Imenitov, V. F. Abramov, and A. I. Merkulov, “Calculation of the required thickness of rock cushion with potential sudden major rock caving,” Izv. Vyssh. Uchebn. Zaved., Gorn. Zh., No. 7 (1969).

3. H. Yoshida, H. Masuya, and T. Suzuki, “Experimental study of impulsive acceleration and earth pressure by falling rocks on the sand layer,” Proc. Jpn. Soc. Civ. Eng., No. 352, (1984).

4. R. A. Biene, “Verdiktungswirkung der fallmasse und lastausbreitung in nichtbindigem boden deg der dynamischen intensivverdichung,” Schriftenreihe Instituts Grundbau, Wasserverseen und Verkehrwesn, No. 11 (1986).

5. K. Terzagi, Soil Mechanics Theory [in Russian], Gosstroiizdat, Moscow (1961).

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1. Model study of deformation induced by fully mechanized caving below a thick loess layer;International Journal of Rock Mechanics and Mining Sciences;2010-09

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