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Structural Tests on Dolosse
A swing-type test procedure was developed which would represent conditions in an actual breakwater as close as possible by including a realistic yield, comparable to the movement on impact of the underlying dolosse and/or stone. Tests were done on unreinforced, single-rail reinforced, X-rail reinforced and double V-rail reinforced 9-t dolosse. The dolosse were tested by progressively increasing their fall height until the dolos broke or until cracks occurred of at least 0.5 mm width or a fall height of 4.1 m was reached.
Structural Tests on Dolosse
A swing-type test procedure was developed which would represent conditions in an actual breakwater as close as possible by including a realistic yield, comparable to the movement on impact of the underlying dolosse and/or stone. Tests were done on unreinforced, single-rail reinforced, X-rail reinforced and double V-rail reinforced 9-t dolosse. The dolosse were tested by progressively increasing their fall height until the dolos broke or until cracks occurred of at least 0.5 mm width or a fall height of 4.1 m was reached.
Structural Tests on Dolosse
D. J. P. Scholtz (Autor:in) / J. A. Zwamborn (Autor:in)
1987
184 pages
Report
Keine Angabe
Englisch
Ocean Sciences & Technology , Structural Mechanics , Civil Engineering , Laboratory & Test Facility Design & Operation , Breakwaters , Concrete structures , Fatigue tests , Structural analysis , Yield strength , Mechanical properties , Loads(Forces) , Impact strength , Stresses , Test facilities , Foreign technology
TIBKAT | 1980
|Dynamic testing of dolosse to destruction
British Library Conference Proceedings | 1986
|Empirical formula for breakage of Dolosse and Tetrapods
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|Empirical formula for breakage of Dolosse and Tetrapods
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|Stability of Accropode(R) and comparison with dolosse
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