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Behaviour of anchored foundations subject to shear and moment loads
The behaviour of a rock anchor cluster under shear and moment loads was investigated by full-scale field tests. These tests showed a complex failure mechanism in rock which varied with the combination of loading. Using simplifying assumptions a theory is proposed to predict the ultimate resistance of the anchor group against rock failure. A simplified procedure is outlined for designing the rock anchored footings for steel pole type transmission structures.
Behaviour of anchored foundations subject to shear and moment loads
The behaviour of a rock anchor cluster under shear and moment loads was investigated by full-scale field tests. These tests showed a complex failure mechanism in rock which varied with the combination of loading. Using simplifying assumptions a theory is proposed to predict the ultimate resistance of the anchor group against rock failure. A simplified procedure is outlined for designing the rock anchored footings for steel pole type transmission structures.
Behaviour of anchored foundations subject to shear and moment loads
Verhalten verankerter Fundamente bei Schub- und Momentbelastung
Radhakrishna, H.S. (author) / Klym, T.W. (author)
IEEE Transactions on Power Apparatus and Systems ; PAS-99 ; 760-764
1980
5 Seiten, 6 Bilder, 1 Tabelle, 7 Quellen
Article (Journal)
English
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