Numerical validation of experimental results for Bearing capacity of internal inclined Skirted footing on C- soil
By: Vijay, Arekal
.
Contributor(s): Vijayalakshmi Akell.
Publisher: Pune NICMAR 2021Edition: Vol.36(2), April-June.Description: 5-12p.Subject(s): Civil EngineeringOnline resources: Click here
In:
NICMAR Journal of construction managementSummary: The Skirted foundations are adopted to replace pile foundations in offshore structures.
The peripheral vertical skirts under conventional footing, confine the soil beneath the
footing. The present study aims at the suitability of internal inclined skirts of on bearing
capacity of footing on c- soil for onshore condition and validation of experimental!
results by finite element method. The experimentation and the numerical analysis are
carried out for different shapes of the footing by varying the skirt depth, skirt thickness
and spacing between the internal inclined skirts. Results showed that increase in the
depth and thickness of skirts increased the bearing capacity in both square footing and
rectangular footing. It is concluded that the reduction in the internal inclined skirt
spacing tend to increase the bearing capacity of c- soil when compared to the higher!
spacing of internal inclined skirts.
| Item type | Current location | Call number | Status | Date due | Barcode | Item holds |
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Articles Abstract Database
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School of Engineering & Technology (PG) Archieval Section | Not for loan | 2021-2022656 |
The Skirted foundations are adopted to replace pile foundations in offshore structures.
The peripheral vertical skirts under conventional footing, confine the soil beneath the
footing. The present study aims at the suitability of internal inclined skirts of on bearing
capacity of footing on c- soil for onshore condition and validation of experimental!
results by finite element method. The experimentation and the numerical analysis are
carried out for different shapes of the footing by varying the skirt depth, skirt thickness
and spacing between the internal inclined skirts. Results showed that increase in the
depth and thickness of skirts increased the bearing capacity in both square footing and
rectangular footing. It is concluded that the reduction in the internal inclined skirt
spacing tend to increase the bearing capacity of c- soil when compared to the higher!
spacing of internal inclined skirts.
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