Estimation of deformation and strength characteristics of the tunnel's host rocks by seismic data
Authors:
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- OAO NIPII lENMETROGIPROTRANS
Abstract
The obtained dependencies between the values of deformation-strength characteristics of host rocks for the North-Muisk Tunnel obtained from seismic data and geological parameters recorded during tunneling by the coefficient of hardness of rocks on the Protodyakonov scale for granites of different composition are presented.
References
- Бондарев В.И. Сейсмический метод определения физико-механических свойств нескальных трунтов. Екатеринбург, 1997.
- Свойства горных пород и методы их определения / Под ред. М.М.Протодьяконова. М.: Недра, 1969.
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