The bahaviour overt time of the foundation soil under a preloading embankment is modelled using the finite element method, showing the importance of in situ testing for the determination of soil properties
Behaviour of a Pre-loading Embankment on Soft Cohesive Soil.
SIMONINI, PAOLO
1993
Abstract
The bahaviour overt time of the foundation soil under a preloading embankment is modelled using the finite element method, showing the importance of in situ testing for the determination of soil propertiesFile in questo prodotto:
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