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Piles and Pile Groups in Consolidating Ground from Coupled Consolidation Analyses - Coupled analysis;Negative skin friction;Numerical modelling and.



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Coupled consolidation modelling of a pile in consolidating ground

Coupled consolidation modelling of a pile in consolidating ground


The advantage of this method is that is possible to determine the consolidating layer thickness as a function of simple parameters such as the degree of improvement, loading conditions and undrained soil strength. A simplified estimation method for final consolidation settlement is proposed using a stress distribution ratio which considers the contribution from skin friction at the surface of floating columns. The test results indicate that the load sharing ratio increases with an increase in column length and a decrease in column spacing. Previous article in issue. The predicted settlements of the improved ground correspond well to that measured in full scale case studies. Under an Elsevier user license open archive Abstract Ground improvement using floating soil cement columns with shallow stabilization is an effective technique for the treatment of deep soft soil layers under infrastructure embankments. Previous article in issue.

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Coupled consolidation modelling of a pile in consolidating ground

Coupled consolidation modelling of a pile in consolidating ground


The advantage of this method is that is possible to determine the consolidating layer thickness as a function of simple parameters such as the degree of improvement, loading conditions and undrained soil strength. A simplified estimation method for final consolidation settlement is proposed using a stress distribution ratio which considers the contribution from skin friction at the surface of floating columns. The test results indicate that the load sharing ratio increases with an increase in column length and a decrease in column spacing. Previous article in issue. The predicted settlements of the improved ground correspond well to that measured in full scale case studies. Under an Elsevier user license open archive Abstract Ground improvement using floating soil cement columns with shallow stabilization is an effective technique for the treatment of deep soft soil layers under infrastructure embankments. Previous article in issue. Coupled consolidation modelling of a pile in consolidating ground

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02 Pile Foundations

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