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Vane tests and tension tests on fibrous peat
Vane tests carried out in fibrous peat using 2-, 3-, 4-, and 6-bladed vanes have given unusual stress-strain curves with two or more peak values; vane rotation does not necessarily cause shear failure along periphery of vane; instead, fibrous peat is bent outward; strength of fibrous peat depends not only on internal friction between fibers but also largely on number, length, and strength of fibers and root threads; use of direct tension tests or alternatively beam tests is proposed for measuring this strength.
Vane tests and tension tests on fibrous peat
Vane tests carried out in fibrous peat using 2-, 3-, 4-, and 6-bladed vanes have given unusual stress-strain curves with two or more peak values; vane rotation does not necessarily cause shear failure along periphery of vane; instead, fibrous peat is bent outward; strength of fibrous peat depends not only on internal friction between fibers but also largely on number, length, and strength of fibers and root threads; use of direct tension tests or alternatively beam tests is proposed for measuring this strength.
Vane tests and tension tests on fibrous peat
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Helenelund, K.V. (author)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
5 pages
Conference paper
English
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