Ultimate lateral load resistance of laterally loaded pile

Md.M. Rahman, Md.R. Karim, A.L. Baki, D.K. Paul

    Research output: Chapter in Book/Report/Conference proceedingChapter

    1 Citation (Scopus)


    Several 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; Meyerh of 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.
    Original languageEnglish
    Title of host publicationDeep Foundations on Bored and Auger Piles - Proceedings of the 5th International Sumposium on Deep Foundations on Bored and Auger Piles, BAP 5
    Number of pages5
    Publication statusPublished - 01 Jan 2009


    Dive into the research topics of 'Ultimate lateral load resistance of laterally loaded pile'. Together they form a unique fingerprint.

    Cite this