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- Simple formulation of the ultimate lateral resistance of single pile in cohesive soils based on active pile length
Simple formulation of the ultimate lateral resistance of single pile in cohesive soils based on active pile length
M. R. Aglipay;
H. Kyokawa;
Kazuo Konagai;
Takashi Kiyota
6th International Conference on Earthquake Geotechnical Engineering (Christchurch, New Zealand)
Soil‐structure‐foundation interaction
Pile Foundations