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A platform for research: civil engineering, architecture and urbanism
Use of static soil penetrometer in Holland
Sounding method developed in Netherlands to test sub-surface conditions; test modified to include thin rubber membrane so that overburden on sample around cone could be simulated by air pressure; deep sounding as related to pile driving; determination of pile point level and permissible pile loads from sounding diagrams; procedure is used in which pile-driving is started at sounding point, and driving resistance encountered at required depth, as determined from sounding graph, is used as indication for piles situated between sounding points.
Use of static soil penetrometer in Holland
Sounding method developed in Netherlands to test sub-surface conditions; test modified to include thin rubber membrane so that overburden on sample around cone could be simulated by air pressure; deep sounding as related to pile driving; determination of pile point level and permissible pile loads from sounding diagrams; procedure is used in which pile-driving is started at sounding point, and driving resistance encountered at required depth, as determined from sounding graph, is used as indication for piles situated between sounding points.
Use of static soil penetrometer in Holland
New Zealand Eng
Begemann, H.K.S.P. (author)
1963
9 pages
Article (Journal)
English
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