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- W572275802 abstract "Four case histories are described where the continuous dynamic probing technique has been applied in chalk, and non-cohesive deposits. (Reading beds: sand; alluvial gravel and flood plain gravel.) The dynamic penetration equipment used was developed by Geodrive Limited and conforms with the heavy weight dynamic penetrometer (DPH), SRS 15 specified in German standards. The test method consists of driving successive 1 m length rods with an oversize cone tip into the ground with repeated and consistent blows provided by a 50 g hammer dropping through a height of 0.5 m onto an anvil. The blow count to drive the cone and rods through successive 100 mm intervals is recorded as the dynamic penetration resistance DPN 100 value. The number of blows to drive 3 successive 100 mm intervals can be considered as a DPN 300 value. The results are correlated with adjacent conventional boreholes for which standard penetration test (SPT) data have been obtained. The applications of this technique are discussed and reviewed, and consideration is given to the degrees of consistency and inconsistency in the results obtained, particularly the correlation with SPT. For the covering abstract of the conference see IRRD 832042." @default.
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- W572275802 date "1990-01-01" @default.
- W572275802 modified "2023-09-26" @default.
- W572275802 title "APPLICATIONS OF CONTINUOUS DYNAMIC PROBING IN GROUND INVESTIGATION . FIELD TESTING IN ENGINEERING GEOLOGY. PROCEEDINGS OF THE TWENTY-FOURTH ANNUAL CONFERENCE OF THE ENGINEERING GROUP OF THE GEOLOGICAL SOCIETY, SUNDERLAND POLYTECHNIC, SEPTEMBER 4-8 1988" @default.
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