Seismic Interaction Characteristics of an Inclined Straight Alternating Pile Group-Soil in Liquefied Ground

Advances in Civil Engineering - Egypt
doi 10.1155/2019/3758286
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Hindawi Limited

Related search

Inelastic Response Spectrum for Seismic Soil Pile Structure Interaction

International Journal of Geotechnical Earthquake Engineering
Geotechnical EngineeringEngineering Geology
2016English

Effect of Soil Density on Subgrade Reaction of Pile in Liquefied Soil

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2005English

Abutment-Pile-Soil Interaction of a PSC Bridge Under Seismic Loading

International Journal of Research in Engineering and Technology
2014English

Seismic Analysis of an Emergency Hospital in South of Switzerland Including Soil-Pile-Structure Interaction Effects

2019English

Support Vector Classifiers for Prediction of Pile Foundation Performance in Liquefied Ground During Earthquakes

International Journal of Geotechnical Earthquake Engineering
Geotechnical EngineeringEngineering Geology
2012English

Evaluation of the Response of a Pile for Seismic Design Considering Soil-Structure Interaction

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2009English

Lateral Pile-Group Response Under Seismic Loading.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1983English

Seismic Performance of Pile Foundation With Semi-Rigid Pile Head Connections in Liquefiable Soil

Journal of Structural and Construction Engineering
BuildingConstructionArchitecture
2013English

Load and Resistance Factor Design of Bridge Foundations Accounting for Pile Group–Soil Interaction

2016English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy