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A Sensitivity Parameters on Inelastic Response of Interaction Soil-Pile-Structure System Under Lateral Loading

Sekhri, Khadidja / Yahiaoui, Djarir / Harahap, Indra Sati Hamonangan

Soil-structure interaction is the key to study the behavior of the structure under static or dynamic loading. The pile foundation is adopted to transfer the load from the structure to the soil when the structure is embedded in a weak soil stratum. Soil-pile system has a nonlinear behavior, thus, it is more complicated to understand. This study focuses on the numerical investigations of interaction soil–pile–structure system (ISPS) and interaction soil–pile system (ISP) under lateral loads. The nonlinear static analysis is carried out considering the lateral capacity of ISPS and ISP system under lateral loading using the pushover analysis, with a parametric study. The results show that in most cases, the lateral capacity of the fixed system is low compared to lateral capacity in ISPS system when increasing the axial load, pile diameter and length of the pile in all types of sand.

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A Sensitivity Parameters on Inelastic Response of Interaction Soil-Pile-Structure System Under Lateral Loading

Sekhri, Khadidja / Yahiaoui, Djarir / Harahap, Indra Sati Hamonangan

Soil-structure interaction is the key to study the behavior of the structure under static or dynamic loading. The pile foundation is adopted to transfer the load from the structure to the soil when the structure is embedded in a weak soil stratum. Soil-pile system has a nonlinear behavior, thus, it is more complicated to understand. This study focuses on the numerical investigations of interaction soil–pile–structure system (ISPS) and interaction soil–pile system (ISP) under lateral loads. The nonlinear static analysis is carried out considering the lateral capacity of ISPS and ISP system under lateral loading using the pushover analysis, with a parametric study. The results show that in most cases, the lateral capacity of the fixed system is low compared to lateral capacity in ISPS system when increasing the axial load, pile diameter and length of the pile in all types of sand.

A Sensitivity Parameters on Inelastic Response of Interaction Soil-Pile-Structure System Under Lateral Loading

Sekhri, Khadidja / Yahiaoui, Djarir / Harahap, Indra Sati Hamonangan

Soil-structure interaction is the key to study the behavior of the structure under static or dynamic loading. The pile foundation is adopted to transfer the load from the structure to the soil when the structure is embedded in a weak soil stratum. Soil-pile system has a nonlinear behavior, thus, it is more complicated to understand. This study focuses on the numerical investigations of interaction soil–pile–structure system (ISPS) and interaction soil–pile system (ISP) under lateral loads. The nonlinear static analysis is carried out considering the lateral capacity of ISPS and ISP system under lateral loading using the pushover analysis, with a parametric study. The results show that in most cases, the lateral capacity of the fixed system is low compared to lateral capacity in ISPS system when increasing the axial load, pile diameter and length of the pile in all types of sand.

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Title:

A Sensitivity Parameters on Inelastic Response of Interaction Soil-Pile-Structure System Under Lateral Loading

Additional title:

Lecture Notes in Civil Engineering

Contributors:

Mohammed, Bashar S. (editor) / Shafiq, Nasir (editor) / Rahman M. Kutty, Shamsul (editor) / Mohamad, Hisham (editor) / Balogun, Abdul-Lateef (editor) / Sekhri, Khadidja (author) / Yahiaoui, Djarir (author) / Harahap, Indra Sati Hamonangan (author)

Conference:

Proceedings of the International Conference on Civil, Offshore and Environmental Engineering ; 2021 ; Kuching, Malaysia

Published in:

ICCOEE2020 ; Chapter: 115 ; 1020-1026

Lecture Notes in Civil Engineering ; 132

Publication date:

2021-01-01

Size:

7 pages

ISBN:

978-981-33-6311-3 , 978-981-33-6310-6

ISSN:

2366-2565 , 2366-2557

DOI:

https://doi.org/10.1007/978-981-33-6311-3_115

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Interaction soil-pile-structure ISPS , Soil-pile ISP , Nonlinear analysis , Lateral capacity deflection Engineering , Civil Engineering , Pollution, general , Transportation , Hydrology/Water Resources

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