Uplift response of multi-plate helical anchors in cohesive soil
Authors:
- Ahmet DemirADAhmet Demir
- Bahadir OkBOBahadir Ok
- 25 April 2015
- journal article
- Published by Techno-Press in Geomechanics and Engineering
- Vol. 8 (4) , 615-630
Abstract
No abstract availableThis publication has 12 references indexed in Scilit:
- Ultimate Uplift Capacity of Multiplate Helical Type Anchors in ClayJournal of Geotechnical and Geoenvironmental Engineering, 2011
- Terry S. Ingold is retiringGeosynthetics International, 2007
- Three-Dimensional Lower Bound Solutions for Stability of Plate Anchors in ClayJournal of Geotechnical and Geoenvironmental Engineering, 2003
- Moment-Carrying Capacity of Short Pile Foundations in Cohesionless SoilJournal of Geotechnical and Geoenvironmental Engineering, 1999
- Behaviour of embedded model screw anchors in soft claysGéotechnique, 1993
- The Behaviour of Model Screw Piles in Cohesive SoilsSoils and Foundations, 1991
- Uplift Behavior of Screw Anchors in Sand. I: Dry SandJournal of Geotechnical Engineering, 1991
- A Procedure for Estimation of Ultimate Uplift Capacity of Foundations in ClaySoils and Foundations, 1980
- Model Tests for Uplift Capacity of Foundations in ClaySoils and Foundations, 1978
- The Ultimate Uplift Capacity of FoundationsCanadian Geotechnical Journal, 1968