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- W98201509 abstract "A comparison between the Benkelman beam, the dynamic cone penetrometer (DCP) and the Clegg-hammer have been carried out on a sub-standard pavement. The subgrade consists of single size Kalahari sand and sub- and base layers of np powder calcrete and calcified sand. On top a graded gravel seal covered by a light sand seal, Kalahari sand was used. The Benkelman beam measurements were carried out under a 8200 kg axle load. The Clegg-hammer indicated a good correlation with the dcp when tested without surfacing. However, the readings indicated about two times higher values for the Clegg-hammer. Correlated with the Benkelman beam a random distribution occurred. The Benkelman beam and the DCP indicated a fairly good correlation at least for the three top layers. An assessment of the methods considered in this paper may favour the dcp as the most applicable. It is advisable to remove the surfacing when using the Clegg-hammer (at least on a graded gravel seal). The Benkelman beam measurement should preferably be combined with radius curvature measurements to ensure optimum information. (a) (TRRL)" @default.
- W98201509 created "2016-06-24" @default.
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- W98201509 date "1982-01-01" @default.
- W98201509 modified "2023-09-26" @default.
- W98201509 title "A COMPARISON BETWEEN BENKELMAN BEAM, DCP AND CLEGG-HAMMER MEASUREMENTS FOR PAVEMENT STRENGTH EVALUATION" @default.
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