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- W627428957 abstract "Studies of shear strength and, particularly, investigation of the angle of internal friction of sands were connected with calculations of earth pressure on a shaft lining in a hard coal mine. Quartzic-glauconitic fine-grained sands of Cretaceous age occur at a depth of about 600 m. They form the water-bearing bed with a piezometric pressure of about 5.6 mpa. The sands were described from the point of view of shear strength on the basis of numerous investigations using a triaxial apparatus with conventional loading and at increasing pore water pressure with a constant ratio of principal stresses. Samples were collected from the frozen massif. The results prove that the angle of internal friction depends on way of loading, which is particularly true for poorly consolidated sands. For the covering abstract of the congress see IRRD 817067." @default.
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- W627428957 date "1986-01-01" @default.
- W627428957 modified "2023-09-26" @default.
- W627428957 title "SHEAR STRENGTH OF SANDS DURING INCREASING PORE PRESSURE ---PROCEEDINGS OF THE FIFTH INTERNATIONAL CONGRWESS, INTERNATIONAL ASSOCIATION OF ENGINEERING GEOLOGY, 20-25 OCTOBER 1986, BUENOS AIRES, ARGENTINA. VOLUMES 1, 2 AND 3." @default.
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