Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Centrifuge Model Study on Cantilever Steel Tubular Pile Wall Embedded in Soft Rock
As a part of studies on cantilever type tubular steel pile retaining wall embedded into stiff ground, lateral resistances of the tubular steel pipe wall socketed into soft rock were investigated by centrifuge model tests in 50 g centrifugal acceleration. Two types of model ground were prepared, single layer of soft rock, and soft rock with overlying sand. Model walls made of tubular steel pipes (2 m diameter in prototype scale) with two different socket depth (3 m and 4 m in prototype scale) were laterally loaded. In addition to the wall model, similar loading tests were conducted for single steel piles with the same pile diameter. From the observed behavior, typical wall displacement and failure mechanism were studied and the effects of pile embedment depth into the rock are discussed.
Centrifuge Model Study on Cantilever Steel Tubular Pile Wall Embedded in Soft Rock
As a part of studies on cantilever type tubular steel pile retaining wall embedded into stiff ground, lateral resistances of the tubular steel pipe wall socketed into soft rock were investigated by centrifuge model tests in 50 g centrifugal acceleration. Two types of model ground were prepared, single layer of soft rock, and soft rock with overlying sand. Model walls made of tubular steel pipes (2 m diameter in prototype scale) with two different socket depth (3 m and 4 m in prototype scale) were laterally loaded. In addition to the wall model, similar loading tests were conducted for single steel piles with the same pile diameter. From the observed behavior, typical wall displacement and failure mechanism were studied and the effects of pile embedment depth into the rock are discussed.
Centrifuge Model Study on Cantilever Steel Tubular Pile Wall Embedded in Soft Rock
Lecture Notes in Civil Engineering
Duc Long, Phung (Herausgeber:in) / Dung, Nguyen Tien (Herausgeber:in) / Kunasegaram, Vijayakanthan (Autor:in) / Shafi, S. M. (Autor:in) / Takemura, Jiro (Autor:in) / Ishihama, Yoshiro (Autor:in)
29.11.2019
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Centrifuge model studies of a cantilever retaining wall in sand
| British Library Conference Proceedings | 1993
Experimental Study on Cantilever Sheet Pile Wall
| Springer Verlag | 2020
A centrifuge study of the seismic response of pile–raft systems embedded in soft clay
| Online Contents | 2016
A centrifuge study of the seismic response of pile–raft systems embedded in soft clay
| Online Contents | 2017