Skip to the main content

Preliminary communication

https://doi.org/10.14256/JCE.1626.2016

Pile groups subjected to abrupt collapse of retaining structure

Rajesh Prasad Shukla


Full text: english pdf 724 Kb

page 953-964

downloads: 350

cite

Full text: croatian pdf 913 Kb

page 953-964

downloads: 347

cite


Abstract

Excavations supported by retaining structures are very common in the construction of new structures in urban and hilly areas. This paper presents behaviour of model piles of various configurations, when exposed to soil movement induced by collapse of the retaining structure. The performance of pile groups varies significantly with the distance between the pile group and the retaining structure. A pile row parallel to the retaining structure experiences large displacement as compared to pile rows that are perpendicular to the structure.

Keywords

soil movement; pile; retaining structure; displacement; group configuration

Hrčak ID:

212316

URI

https://hrcak.srce.hr/212316

Publication date:

11.12.2018.

Article data in other languages: croatian

Visits: 1.541 *