Settlement of Pile Groups Bearing on Stiffer Strata

by Harry G. Poulos, (M.ASCE), Reader in Civ. Engrg.; Univ. of Sydney, Sydney, Australia,
Neil S. Mattes, Engr.; New South Wales Electricity Commission, Sydney, Australia,


Serial Information: Journal of the Geotechnical Engineering Division, 1974, Vol. 100, Issue 2, Pg. 185-190


Document Type: Journal Paper

Abstract: This paper presents results for the more general case of a pile group bearing on a stiffer stratum which is not necessarily rigid. The stiffness of the bearing stratum can have a marked effect on the settlement and settlement ratio of a pile group; both decrease as the bearing stratum becomes stiffer in relation to the overlying soil. Results are presented demonstrating the influence of the bearing stratum on pile group settlements. Suggestions for application of solutions to field problems are given.

Subject Headings: Soil settlement | Pile groups | Pile settlement | Case studies | Stiffening

Services: Buy this book/Buy this article

 

Return to search