Design of Rectangular Footings in Cohesionless Soil Subjected to Torsion-Reference-Cited by-同舟云学术

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Design of Rectangular Footings in Cohesionless Soil Subjected to Torsion

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Krabbenhoft Sven¹,Damkilde Lars²^ORCID

Affiliation:

1. Senior Lecturer, Civil Engineering Dept., Aalborg Univ., Aalborg 9200, Denmark (corresponding author).

2. Professor in Structural Mechanics, Dept. of Civil and Architectural Engineering, Aarhus Univ., Aarhus 8000, Denmark. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9826

Reference12 articles.

1. Brinch Hansen, J. 1970. A revised and extended formula for bearing capacity. Bulletin no. 28. Copenhagen, Denmark: The Danish Geotechnical Institute.

2. CEN (European Committee for Standardization). 2004. Eurocode 7: Geotechnical design – Part 1: General rules. Standard EN 1997-1. Brussels, Belgium: CEN.

3. Experimental Determination of the Shape Factors and the Bearing Capacity Factors of Sand

4. DNV (Det Norske Veritas)-GL. 2017. Offshore soil mechanics and geotechnical engineering. DNVGL-RP-C212. Høvik, Norway: DNV.

5. Finnie, I. M. S., and N. Morgan. 2004. “Torsional loading of subsea structures.” In Proc., 14th Int. Offshore and Polar Engineering Conference.

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