INFLUENCE OF A ROUND CAP ON THE BEARING CAPACITY OF A LATERALLY LOADED PILE
Foundations of laterally loaded single piles are widely used as part of power transmission lines, wind power stations, highway structures, etc. Ongoing pressure applied to a laterally loaded pile, particularly at the ground level, causes the soil deformation characterized by the bulging of the soil...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2012-07-01
|
Series: | Vestnik MGSU |
Subjects: | |
Online Access: | http://vestnikmgsu.ru/files/archive/issues/2012/4/ru/9.pdf |