Abstract: This paper summarizes the results of a study conducted to improve design procedures for vertically loaded H‐piles in cohesionless soils. Included in the study is the examination of several procedures for estimating residual ...

Abstract: Using the results of eight field load tests reported in the literature, the ultimate lateral load for rigid shafts in clay is defined as the load corre sponding to a shaft rotation of 2 degrees. This definition is used to ...