Pile groups subjected to abrupt collapse of retaining structure
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...
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Format: | Article |
Language: | English |
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Croatian Association of Civil Engineers
2018-12-01
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Series: | Građevinar |
Online Access: | https://doi.org/10.14256/JCE.1626.2016 |
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author | Rajesh Prasad Shukla |
author_facet | Rajesh Prasad Shukla |
author_sort | Rajesh Prasad Shukla |
collection | DOAJ |
description | 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. |
first_indexed | 2024-12-22T04:05:56Z |
format | Article |
id | doaj.art-7aeccb1e7ced46158140ec1b73eada39 |
institution | Directory Open Access Journal |
issn | 0350-2465 1333-9095 |
language | English |
last_indexed | 2024-12-22T04:05:56Z |
publishDate | 2018-12-01 |
publisher | Croatian Association of Civil Engineers |
record_format | Article |
series | Građevinar |
spelling | doaj.art-7aeccb1e7ced46158140ec1b73eada392022-12-21T18:39:38ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952018-12-017011.95396410.14256/JCE.1626.2016212316Pile groups subjected to abrupt collapse of retaining structureRajesh Prasad ShuklaExcavations 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.https://doi.org/10.14256/JCE.1626.2016 |
spellingShingle | Rajesh Prasad Shukla Pile groups subjected to abrupt collapse of retaining structure Građevinar |
title | Pile groups subjected to abrupt collapse of retaining structure |
title_full | Pile groups subjected to abrupt collapse of retaining structure |
title_fullStr | Pile groups subjected to abrupt collapse of retaining structure |
title_full_unstemmed | Pile groups subjected to abrupt collapse of retaining structure |
title_short | Pile groups subjected to abrupt collapse of retaining structure |
title_sort | pile groups subjected to abrupt collapse of retaining structure |
url | https://doi.org/10.14256/JCE.1626.2016 |
work_keys_str_mv | AT rajeshprasadshukla pilegroupssubjectedtoabruptcollapseofretainingstructure |