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   <subfield code="a">Quality assessment of large armourstone using an acoustic velocity analysis method</subfield>
   <subfield code="h">[Elektronische Daten]</subfield>
   <subfield code="c">[M. Niese, F. Van Eijk, G. Laan, P. Verhoef]</subfield>
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   <subfield code="a">Détermination de la qualité de gros enrochements par la méthode d'analyse de la vitesse du son</subfield>
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   <subfield code="a">Large armourstone blocks are used to protect coastal construction against current and wave forces. Ideally such blocks should be durable and stay intact during engineering lifetime. The quality of these large blocks is, among other factors, influenced by the occurrence of internal disturbances, such as fissures. If the blocks fracture, spall or abrade during engineering lifetime a construction may be significantly weakened and finally failure may take place. In this investigation attention is focussed on the prediction of spalling and fracturing of rock blocks due to pre-existing fissures. The quality of the blocks was assessed by measuring the velocity of acoustic waves propagating through the rock. The acoustic measurements were done with commercially available simple equipment. For an appreciation of the results of the velocity measurements, the blocks were dropped from a specified height in droptests. In the laboratory the effect of normal pressure on open discontinuities to the acoustic velocity was investigated. The data obtained from the acoustic measurements were handled according to a simple method based on the cumulative distribution of normalized velocities. An important result of the investigation is the development of a general classification system for armourstone based on acoustic measurements: The &quot;I-value” is obtained by the data handling method and gives information about the distribution of the acoustic velocities of a rock I-value Class Description &lt; 1.25 I good 1.25-2.00 II moderate &gt; 2.00 III bad block. A value of one means that no significant disturbances are present in the block tested.</subfield>
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   <subfield code="a">International Assocaition of Engineering eology, 1990</subfield>
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   <subfield code="a">Niese</subfield>
   <subfield code="D">M.</subfield>
   <subfield code="u">Faculty of Mining and Petroleum Engineering, Section of Engineering Geology, Delft University of Technology, P. O. Box 5028, 2600 GA, Delft, The Netherlands</subfield>
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   <subfield code="a">Laan</subfield>
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   <subfield code="u">Road and Hydraulic Engineering Division, Rijkswaterstaat, P. O. Box 5044, 2600 GA, Delft, The Netherlands</subfield>
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   <subfield code="u">Faculty of Mining and Petroleum Engineering, Section of Engineering Geology, Delft University of Technology, P. O. Box 5028, 2600 GA, Delft, The Netherlands</subfield>
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