A method for predicting lateral deflection of large-diameter monopile near clay slope based on soil-pile interaction

Nonlinear Analysis of Stress and Strain in Soils

J. Michael Duncan, Chin-Yung Chang · Journal of the Soil Mechanics and Foundations Division · 1970 · 2.4K citations

Engineering, Computer Science, Finite Element Analysis +15

Evalution of Conefficients of Subgrade Reaction

Karl Terzaghi · Géotechnique · 1955 · 708 citations

Engineering, Civil Engineering, Foundation Engineering +10

The limiting pressure on a circular pile loaded laterally in cohesive soil

Mark Randolph, G. T. Houlsby · Géotechnique · 1984 · 640 citations

Engineering, Civil Engineering, Foundation Engineering +16

Lateral Capacity of Model Rigid Piles in Cohesionless Soils

Y. V. S. N. Prasad, T.R. Chari · SOILS AND FOUNDATIONS · 1999 · 188 citations

Engineering, Civil Engineering, Foundation Engineering +15

Undrained Lateral Pile Response in Sloping Ground

Konstantinos Georgiadis, Michael Georgiadis · Journal of Geotechnical and Geoenvironmental Engineering · 2010 · 181 citations

Engineering, Civil Engineering, Foundation Engineering +16