Bearing capacity and deformation behavior of rigid strip footings on coral sand slopes
Authors:
- Zhao-Gang LuoZLZhao-Gang Luo
- Xuan-Ming DingXDXuan-Ming Ding
- Qiang OuQOQiang Ou
- Hua-Qiang FangHFHua-Qiang Fang
- 6 December 2022
- journal article
- research article
- Published by Elsevier in Ocean Engineering
- Vol. 267
Abstract
No abstract availableKeywords
This publication has 53 references indexed in Scilit:
- Model studies of bearing capacity of strip footing on sand slopeKSCE Journal of Civil Engineering, 2013
- An upper-bound solution for the undrained bearing capacity of strip footings at the top of a slopeGéotechnique, 2010
- Effect of reinforcement form on the bearing capacity of square footings on sandGeotextiles and Geomembranes, 2009
- Interference of Two Closely Spaced Strip Footings on Sand Using Model TestsJournal of Geotechnical and Geoenvironmental Engineering, 2009
- Seismic Bearing Capacity of a Rigid Footing Adjacent to a Cohesionless SlopeSoils and Foundations, 2008
- A limit equilibrium solution for bearing capacity of strip foundations on sandCanadian Geotechnical Journal, 2003
- Scale Effect of Strip and Circular Footings Resting on Dense SandJournal of Geotechnical and Geoenvironmental Engineering, 2001
- Bearing Capacity of Rectangular Footings on Geogrid‐Reinforced SandJournal of Geotechnical Engineering, 1994
- Bearing Capacity of Foundations in SlopesJournal of Geotechnical Engineering, 1990
- The Ultimate Bearing Capacity of FoudationsGéotechnique, 1951