Uplift Behavior of Underground Structures Caused By Liquefaction of Surrounding Soil During Earthquake

Koseki, Junichi; Matsuo, Osamu; Koga, Yosuke

doi:10.3208/sandf.37.97

Cited by 121 publications

(44 citation statements)

References 2 publications

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“…Large deformation of liqueˆed soils has been also observed in model tests near underground structures that are uplifted due to liquefaction of surrounding soils (Koseki et al, 1997).…”

Section: Introductionmentioning

confidence: 78%

Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests

Kamiya

Sato

Koseki

et al. 2008

Soils and Foundations

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“…Large deformation of liqueˆed soils has been also observed in model tests near underground structures that are uplifted due to liquefaction of surrounding soils (Koseki et al, 1997).…”

Section: Introductionmentioning

confidence: 78%

Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests

Kamiya

Sato

Koseki

et al. 2008

Soils and Foundations

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“…[10]) as well as experimental investigations (e.g. [11][12][13]). The studies mainly focused on the uplift behavior of pipelines due to earthquake-induced liquefaction and the experimental studies involved 1 g and centrifugal shaking table tests.…”

Section: Introductionmentioning

confidence: 99%

Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations

Liu

Song

2005

Computers and Geotechnics

141

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“…Unit weight of underground lifelines is an important factor that might alter its seismic response on liquefiable loose soil [17]. Upward movement of underground facilities is initiated when the amount of excess pore water pressure is more than their weight under the seismic motion.…”

Section: Undrained Foundationmentioning

confidence: 99%

Seismic interaction of underground RC ducts and neighboring bridge piers in liquefiable soil foundation

2015

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A coupled system of an underground reinforced concrete (RC) duct and a neighboring bridge pier supported by group piles is numerically investigated in sandy soil at both drained and undrained liquefiable states under seismic ground excitations. Parametric studies are conducted to evaluate influencing factors on seismic performances of these neighboring interactive structural systems. The numerical simulations are performed with the finite element code COM3 (COncrete Model for 3D) (Maekawa, Pimanmas and Okamura in Nonlinear mechanics of reinforced concrete, 2003), which is capable of simulation of inelastic performance of RC structure and high nonlinearity of soil medium, especially on the liquefiable loose sand. It is mechanically pointed out that liquefaction-induced uplift of underground ducts is substantially influenced by the presence of on-ground bridges. Alternatively, inertial forces induced to the onground bridge pier are also noticeably affected by the presence of the neighboring underground RC duct. It is pointed in practice of design that these nonlinear interacting responses between these neighboring infrastructures are greatly magnified on liquefiable soil foundations.

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Uplift Behavior of Underground Structures Caused By Liquefaction of Surrounding Soil During Earthquake

Cited by 121 publications

References 2 publications

Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests

Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests

Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations

Seismic interaction of underground RC ducts and neighboring bridge piers in liquefiable soil foundation

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