Study on Vertical Load Distribution of Pile Group-Liquefied Soil System under Horizontal Seismic Environment

Article Environmental Sciences

Seismic amplification factor and dynamic response of soil-nailed walls

Mahdi Maleki et al.

Summary: Soil-nailed walls perform well during strong ground motions and offer greater flexibility compared to other guard structures, making them a preferred choice for stability when facing seismic loading. This study investigates the effects of mechanical and geometrical properties of the nails on the dynamic response and amplification characteristics of a retained trench wall in both loose and dense soil conditions.

MODELING EARTH SYSTEMS AND ENVIRONMENT (2023)

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Article

Effect of grid-form deep soil mixing on the liquefaction-induced foundation settlement, using numerical approach

Fereshteh Rahmani et al.

Arabian Journal of Geosciences (2022)

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Article Multidisciplinary Sciences

Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration

Huang Zhan-Fang et al.

Summary: Composite pile foundation systems have complex pile-soil interactions under seismic loading, and the calculation of vertical bearing capacity in liquefiable soil is still an unresolved issue. Indoor shaking table model tests and numerical analysis can be used to study the effects of pile spacing on liquefaction resistance of composite pile foundation in liquefiable soil.

PLOS ONE (2021)

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Article Engineering, Geological

Dynamic Analysis of Pile Foundation Embedded in Homogeneous Soil Using Cone Model

Amar Sankar Pal et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2018)

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Article Engineering, Geological

An elasto-plastic description of two distinct volume change mechanisms of soils

A Asaoka et al.

SOILS AND FOUNDATIONS (2002)

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Study on Vertical Load Distribution of Pile Group-Liquefied Soil System under Horizontal Seismic Environment

Related references

Seismic amplification factor and dynamic response of soil-nailed walls

Effect of grid-form deep soil mixing on the liquefaction-induced foundation settlement, using numerical approach

Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration

Dynamic Analysis of Pile Foundation Embedded in Homogeneous Soil Using Cone Model

An elasto-plastic description of two distinct volume change mechanisms of soils

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