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settlement estimations for stone columns
>Geopacer and BigHarvey : thanks My problem is the following : they will carry out an excavation of 4 meters of fill and sandy clayey silt, and put a load of 80kPa (circular slab, 35m diameter), so they think that only small settlements will occur. Do you think thiis hypothesis reasonable? is it...- littlefrog
- Post #4
- Forum: Foundation engineering
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settlement estimations for stone columns
What is the best method to compare settlements of the soil with and without stone columns with CPT. is the elastic theory the best to apply? Where can I find the good correlations to use? thank you- littlefrog
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- Replies: 7
- Forum: Foundation engineering
