Behavior of ring footing resting on reinforced sand subjected to eccentric-inclined loading
Authors:
Open Access
- 1 April 2018
- journal article
- research article
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 10 (2) , 347-357
Abstract
No abstract availableKeywords
This publication has 35 references indexed in Scilit:
- A Simplified Method for Prediction of Ultimate Bearing Capacity of Eccentrically Loaded Foundation on Geogrid Reinforced Sand BedInternational Journal of Geosynthetics and Ground Engineering, 2017
- Effect of footing shape and load eccentricity on behavior of geosynthetic reinforced sand bedGeotextiles and Geomembranes, 2017
- Load eccentricity effects on behavior of circular footings reinforced with geogrid sheetsJournal of Rock Mechanics and Geotechnical Engineering, 2015
- Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN: Part IIInternational Journal of Geotechnical Engineering, 2013
- Numerical evaluation of the bearing capacity factor of ring footingsComputers and Geotechnics, 2012
- Behavior of strip footing on geogrid-reinforced sand over a soft clay slopeGeotextiles and Geomembranes, 2007
- Regression model for bearing capacity of a square footing on reinforced pond ashGeotextiles and Geomembranes, 2005
- Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sandGeotextiles and Geomembranes, 2003
- Settlement of Circular and Ring Plates in Very Dense Calcareous SandsJournal of Geotechnical Engineering, 1993
- Elastic Foundation Settlements on Sand DepositsJournal of Geotechnical Engineering, 1987