Undrained Lateral Resistance of Fixed-Headed Rectangular and Circular Piles

Undrained Lateral Capacity of Rectangular Piles under a General Loading Direction and Full Flow Mechanism

Mechanism for upper-bound calculation

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Final adaptive mesh of square piles: (a)  = 0, (b)  = 0.4, and (c) 

PDF) Undrained Lateral Resistance of Fixed-Headed Rectangular and Circular Piles

t–z curve a for pile shaft; b for pile base

Adhesion factor versus c u relationships for piles and drilled shafts

Ultimate Lateral Resistance to Piles in Cohesionless Soils, Journal of Geotechnical and Geoenvironmental Engineering

PDF) Prediction of Undrained Lateral Capacity of Free-Head Rectangular Pile in Clay Using Finite Element Limit Analysis and Artificial Neural Network

a) Comparison of undrained lateral capacity of circular and square

Lateral resistance and deflection of rigid walls and piles in layered soils

Undrained Lateral Resistance of Fixed-Headed Rectangular and Circular Piles

Undrained Lateral Resistance of Fixed-Headed Rectangular and Circular Piles

Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope