Influence of the pile toe condition on the dynamic response of a group of pile foundations

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

Messioud Salah; Dias Daniel; Sbartai Badreddine

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2019 | Volume:11 | Issue:1 Page(s): 55-66

Download Full-Text

View:

191

Download:

119

Cites:

Information Journal Paper

Title

Influence of the pile toe condition on the dynamic response of a group of pile foundations

Author(s)

Messioud Salah | Dias Daniel | Sbartai Badreddine | Issue Writer Certificate

Keywords

Pile group ·

Dynamic impedance ·

Soil-structure interaction ·

Numerical model

Abstract

The anchorage of the piles on a stiffer soil layer plays an important role to transmit the loads of the superstructure to the soil. Depending on the pile toe condition, three configurations of piles are considered: floating piles, rested, and anchored piles. To study the effect of the pile toe condition on the dynamic response of pile and pile groups, a three-dimensional finite element modeling of the soil– pile– slab dynamic interaction is presented. The soil and piles are represented as continuum solids and the slab by structural elements. Quiet boundaries are placed at the boundaries of the model to avoid wave reflection. The formulation is based on the substructuring method. The dynamic response is obtained in terms of the dynamic impedances. In this study the dynamic response of the floating, rested, and anchored piles are analyzed and the group effect is shown. An analysis of the horizontal and vertical pile foundation impedances is presented and the results are compared with different configurations.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

Messioud, Salah, Dias, Daniel, & Sbartai, Badreddine. (2019). Influence of the pile toe condition on the dynamic response of a group of pile foundations. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 11(1), 55-66. SID. https://sid.ir/paper/319922/en

Vancouver: Copy

Messioud Salah, Dias Daniel, Sbartai Badreddine. Influence of the pile toe condition on the dynamic response of a group of pile foundations. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2019;11(1):55-66. Available from: https://sid.ir/paper/319922/en

IEEE: Copy

Salah Messioud, Daniel Dias, and Badreddine Sbartai, “Influence of the pile toe condition on the dynamic response of a group of pile foundations,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 11, no. 1, pp. 55–66, 2019, [Online]. Available: https://sid.ir/paper/319922/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops