ABSTRACT
Piled foundations are generally designed using empirical methods, in particular the traditional capacity based approach on which the majority of codes of practice are based. However in recent years the analysis of pile groups and piled rafts has undergone substantial development in the light of new research and the mechanisms for the interactions b
TABLE OF CONTENTS
part |1 pages
Part I General
part |1 pages
Part II Present practice of piled foundations design under vertical loads
part |1 pages
Part III Present practice of piled foundations design under horizontal loads
part |1 pages
Part IV Analysis and design of piled rafts