Ultimate lateral load resistance of laterally loaded pile

dc.contributor.authorRahman, M.M.
dc.contributor.authorKarim, M.R.
dc.contributor.authorBaki, A.L.
dc.contributor.authorPaul, D.K.
dc.date.accessioned2009-10-14T21:53:19Z
dc.date.available2009-10-14T21:53:19Z
dc.date.issued2008en
dc.description.abstractSeveral 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. This paper presents a review of two different methods; Meyerhof and Patra & Pise for predicting lateral resistance of pile. Then, the predicted ultimate lateral resistances by these two methods are compared with the experimental results. It is found that Meyerhof’s method gives better prediction for single pile with smaller L/d ratio whereas Patra & Pise method gives better predictions for pile groups with higher L/d. Thus, none of these methods can be applicable universally for all possible conditions. Also the parametric study on ultimate lateral resistance revealed that length to diameter ratio, pile spacing, pile configuration in a pile group are important parameters for prediction of lateral load resistance.en
dc.identifier.citationRahman, M.M., Karim, M.R., Baki, A.L., Paul, D.K. (2008) Ultimate lateral load resistance of laterally loaded pile. Ghent, Belgium: 5th International Conference on Bored and Auger Piles (BAP V), 8-10 Sept 2008.en
dc.identifier.urihttp://hdl.handle.net/10092/2978
dc.language.isoen
dc.publisherUniversity of Canterbury. Civil and Natural Resources Engineeringen
dc.rights.urihttps://hdl.handle.net/10092/17651en
dc.subject.marsdenFields of Research::300000 Agricultural, Veterinary and Environmental Sciences::300100 Soil and Water Sciences::300101 Soil physicsen
dc.subject.marsdenFields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineeringen
dc.titleUltimate lateral load resistance of laterally loaded pileen
dc.typeConference Contributions - Published
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