Validation of a theoretical solution through in situ measurements of a consolidation process

Giuseppe Di Filippo, Giovanni Biondi, Ernesto Cascone
Abstract:
The settlements induced by preloading with vertical drains have been frequently used to propose, or to validate, semi-empirical procedures able to backcalculate an operative value of the coefficient of horizontal consolidation Ch or to predict the consolidation settlements for a suitable value of Ch. In the paper, the measurements of the settlements induced on a heterogeneous cohesive soil deposit are adopted to validate a generalized theoretical solution which encompasses for radial and vertical consolidation, smear effect and hydraulic resistance of drains. Measurements were normalized with respect to the final consolidation settlement, estimated with the hyperbolic approximation, and compared with the average degree of consolidation provided by the theoretical solution. The comparison is discussed highlighting the effectiveness of the adopted solution despite the remarkable influence of the lithological and mechanical heterogeneity of the soil deposit.
Keywords:
Preloading And Vertical Drains, Soil Heterogeneity, Smear Affect, Settlement Measurements, Topographic Survey
Download:
IMEKO-TC4-GEO-2016-16.pdf
DOI:
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Event details
IMEKO TC:
TC4
Event name:
TC4 International Workshop on Metrology for Geotechnics 2016
Title:

1st IMEKO TC4 International Workshop on Metrology for Geotechnics

Place:
Benevento, ITALY
Time:
17 March 2016 - 18 March 2016