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Pitcher Drilling
Company uses a model G-Type MENARD pressuremeter to measure in
situ strength and deformation properties of all types of soil
and soft rock as well as ice and permafrost. Well established
interpretation methods can be used to determine the following:
•
Bearing capacity
of shallow and deep foundations
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Settlement of all foundations
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Deformation of all laterally loaded piles and
sheet piles
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Resistance of anchors
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Equal increments of pressure are added and changes in volume are
recorded
- Well established
correlations enable bearing capacity and settlement calculations |