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A platform for research: civil engineering, architecture and urbanism
Theory based on hypothesis of rock plasticity and sliding due to internal friction of rock; tunnel lining is one of most difficult problems in civil engineering; presented theory seems to be in good agreement with experimental data.
Theory based on hypothesis of rock plasticity and sliding due to internal friction of rock; tunnel lining is one of most difficult problems in civil engineering; presented theory seems to be in good agreement with experimental data.
Problem of determination of rock pressure upon tunnel lining
Il problema del calcolo della pressione della roccia sui rivestimento di una galleria; una schematizzazione teorica in base all' ipotesi di comportamento plastico o di scorrimento per attrito interno della roccia
Goffi, L. (author)
Tecnica Italiana ; 26
1961
8 pages
Article (Journal)
Italian
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