English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

In the present study, the effect of pile cross section on the lateral behavior of pile when subjected to combined loads has been investigated. The lateral tip displacement, as well as the deformation along the pile depth, has been taken into account. To achieve the objective that obtains from this work, the laboratory work was developed, which included piles made from aluminum and steel materials with circular and square cross-sections for each one. The diameter and the corresponding width of a square section of the used piles were 15 mm, with a slenderness ratio (L/D) of (25 and 45) and embedded in sandy soil with a relative density (Dr) of 70%. The test results revealed that the pile with square cross section was more resistance to lateral load compared with the traditional shape, with improvement in the range of (3065%) in different condition. Also, the presence of axial load effect on the lateral response of piles.

The Effect of Pile Cross Section on the Lateral behavior of Piles Under Combined Loading