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Offshore Experience with Laterally Loaded Piles
1993The soil reaction for laterally loaded piles is generally determined by the methods described in API Recommended Practice 2A. The number of offshore platforms currently installed worldwide is testimony to the success of these methods. These design methods are based, for reasons of cost, on small diameter piles.
R. Martin, E. Burley
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Ultimate lateral load resistance of laterally loaded pile
2009Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
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Correlation for Design of Laterally Loaded Piles in Soft Clay
, 1970H. Matlock
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Bearing capacity profile for laterally loaded piles in clay
Ocean EngineeringTianliang Li, Chao Liang, Run Liu
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Prediction of the nonlinear behavior of laterally loaded piles in unsaturated soils
Computers and geotechnics, 2021Xinting Cheng, S. Vanapalli
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