Overturning of a reinforced-concrete gravity bridge pier on a sandy bed

Inkyu Rhee; Eunsoo Choi; Hong Taek Kim; Young Sook Roh

doi:10.1007/s11204-011-9144-6

Overturning of a reinforced-concrete gravity bridge pier on a sandy bed

Inkyu Rhee, Eunsoo Choi, Hong Taek Kim, Young Sook Roh

School of Architecture

Research output: Contribution to journal › Article › peer-review

2 Scopus citations

Abstract

The mechanism responsible for the overturn of a reinforced-concrete gravity bridge pier on a sandy bed under a lateral shear load is investigated. A modified Drucker-Prager elasto-plastic cap model was used for nonlinear analysis of the combined performance of the sandy bed and pier. Different mechanisms of sequential failure of unanchored and anchored systems are examined for different load paths in average- and deviator-stress coordinates.

Original language	English
Pages (from-to)	169-176
Number of pages	8
Journal	Soil Mechanics and Foundation Engineering
Volume	48
Issue number	5
DOIs	https://doi.org/10.1007/s11204-011-9144-6
State	Published - Nov 2011

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title = "Overturning of a reinforced-concrete gravity bridge pier on a sandy bed",

abstract = "The mechanism responsible for the overturn of a reinforced-concrete gravity bridge pier on a sandy bed under a lateral shear load is investigated. A modified Drucker-Prager elasto-plastic cap model was used for nonlinear analysis of the combined performance of the sandy bed and pier. Different mechanisms of sequential failure of unanchored and anchored systems are examined for different load paths in average- and deviator-stress coordinates.",

author = "Inkyu Rhee and Eunsoo Choi and Kim, \{Hong Taek\} and Roh, \{Young Sook\}",

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AU - Rhee, Inkyu

AU - Choi, Eunsoo

AU - Kim, Hong Taek

AU - Roh, Young Sook

PY - 2011/11

Y1 - 2011/11

N2 - The mechanism responsible for the overturn of a reinforced-concrete gravity bridge pier on a sandy bed under a lateral shear load is investigated. A modified Drucker-Prager elasto-plastic cap model was used for nonlinear analysis of the combined performance of the sandy bed and pier. Different mechanisms of sequential failure of unanchored and anchored systems are examined for different load paths in average- and deviator-stress coordinates.

AB - The mechanism responsible for the overturn of a reinforced-concrete gravity bridge pier on a sandy bed under a lateral shear load is investigated. A modified Drucker-Prager elasto-plastic cap model was used for nonlinear analysis of the combined performance of the sandy bed and pier. Different mechanisms of sequential failure of unanchored and anchored systems are examined for different load paths in average- and deviator-stress coordinates.

UR - https://www.scopus.com/pages/publications/83555174386

U2 - 10.1007/s11204-011-9144-6

DO - 10.1007/s11204-011-9144-6

M3 - Article

AN - SCOPUS:83555174386

SN - 0038-0741

VL - 48

SP - 169

EP - 176

JO - Soil Mechanics and Foundation Engineering

JF - Soil Mechanics and Foundation Engineering

IS - 5

ER -

Overturning of a reinforced-concrete gravity bridge pier on a sandy bed

Abstract

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