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Determination of shear strength of coarse-grained rock fill by means of large-scale test
Report describes large-scale test for determination of shear strength of non-cohesive, coarse-grained rock fill (trap sandstone); results of this investigation are used to provide basis for construction of power station building of unusual size and design features; earth fill used for this large-scale test had diameter of 25 m and height of 3.5 m; pressure body, composed of four circular segments, was 3 m high; its diameter was 5.1 m; in performing test four segments were expanded and/or forced apart; some data and results obtained from other large-scale tests have been summarized.
Determination of shear strength of coarse-grained rock fill by means of large-scale test
Report describes large-scale test for determination of shear strength of non-cohesive, coarse-grained rock fill (trap sandstone); results of this investigation are used to provide basis for construction of power station building of unusual size and design features; earth fill used for this large-scale test had diameter of 25 m and height of 3.5 m; pressure body, composed of four circular segments, was 3 m high; its diameter was 5.1 m; in performing test four segments were expanded and/or forced apart; some data and results obtained from other large-scale tests have been summarized.
Determination of shear strength of coarse-grained rock fill by means of large-scale test
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Kany, M. (author) / Becker, H. (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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Determination of the shear strength of a coarse-grained rock fill by means of a large-scale test
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