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Author:
Brandon
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2001-01-17 |
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Somebody can tell me is it logical to have a consolidation settlement so much so that the settlement (based on conventioanal Terzaghi formulae ) is almost equal or even exceed the the height of embankment placed (loading). i.e. there will be no net height gain even say a fill of 1m (about 20 kPa) is palced while the computed settlement is also 1m by calculation ? This sounds very unrealistic isn't it ?
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to subject 'Geotechnical design and analysis'
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Subject:
Consolidation Settlement 