One approach for extrapolation of rock mass parameters in tunneling
Автор: Zafirovski Zlatko
Журнал: Строительство уникальных зданий и сооружений @unistroy
Статья в выпуске: 5 (32), 2015 года.
Бесплатный доступ
Designing of tunnels directly depends on the interactions of rock masses with engineering structures, which are examined in the paper. The essential issue is extrapolation of the parameter from the testing zone to the whole volume that is of interest for analyzing interactions in the system rock mass-structure. The paper exposes Empirical-Statical-Dynamical (ESD) methodology of extrapolation. That methodology is based on a combination of geotechnical and geophysical testing and rock mass classification, connected with definition of adequate regressive models.
Extrapolation, tunnel constructions, geophysical testing, geotechnical model, rock masses
Короткий адрес: https://sciup.org/14322248
IDR: 14322248
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