NUMERICAL MODELLING OF DISCONNECTED PILED-RAFT FOUNDATION SYSTEMS SETTLEMENT WITH AN EMPHASIS ON NEW DEFINITION OF THESE SYSTEMS WITH HYBRID SYSTEM

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.

Ghiasi Vahed; Moradi Mobin

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

Journal Paper

Paper Information

Journal: Modeling in Engineering Year:2019 | Volume:16 | Issue:55 Page(s): 235-245

Download Full-Text

Persian Verion

View:

342

Download:

Cites:

Information Journal Paper

Title

NUMERICAL MODELLING OF DISCONNECTED PILED-RAFT FOUNDATION SYSTEMS SETTLEMENT WITH AN EMPHASIS ON NEW DEFINITION OF THESE SYSTEMS WITH HYBRID SYSTEM

Author(s)

Ghiasi Vahed | Moradi Mobin | Issue Writer Certificate

Keywords

Numerical modellingQ2

Settlement of raftQ1

Piled-raft foundationsQ1

Hybrid SystemsQ1

Abstract

The most extensive application of raft foundations, with pile when the raft alone can be enough resistance against the incoming load, to avoid large settlements of foundation, prevents the formation of differential settlement, pile group under the raft has been used. In this study, foundation deformation, maximum, average and differential settlements of foundation in Piled-raft foundations systems under static loading in sandy soil using finite element modeling to various arrangements of piles and different composite systems regarding connection of raft and piles, has been studied and analyzed. The design of a pile group is usually based on a high safety of factor for the piles and the main design criterion is the group's load capacity. Plaxis 3D foundation finite element software version 1. 6 is used to model piled-raft systems. Obtained results indicates that using the connected and disconnected piles as combined leads to very appropriate combined system performance on reduction the maximum and differential Settlement of raft foundation.

Cites

No record.

References

No record.

Cite

APA: Copy

Ghiasi, Vahed, & Moradi, Mobin. (2019). NUMERICAL MODELLING OF DISCONNECTED PILED-RAFT FOUNDATION SYSTEMS SETTLEMENT WITH AN EMPHASIS ON NEW DEFINITION OF THESE SYSTEMS WITH HYBRID SYSTEM. JOURNAL OF MODELING IN ENGINEERING, 16(55 ), 235-245. SID. https://sid.ir/paper/358217/en

Vancouver: Copy

Ghiasi Vahed, Moradi Mobin. NUMERICAL MODELLING OF DISCONNECTED PILED-RAFT FOUNDATION SYSTEMS SETTLEMENT WITH AN EMPHASIS ON NEW DEFINITION OF THESE SYSTEMS WITH HYBRID SYSTEM. JOURNAL OF MODELING IN ENGINEERING[Internet]. 2019;16(55 ):235-245. Available from: https://sid.ir/paper/358217/en

IEEE: Copy

Vahed Ghiasi, and Mobin Moradi, “NUMERICAL MODELLING OF DISCONNECTED PILED-RAFT FOUNDATION SYSTEMS SETTLEMENT WITH AN EMPHASIS ON NEW DEFINITION OF THESE SYSTEMS WITH HYBRID SYSTEM,” JOURNAL OF MODELING IN ENGINEERING, vol. 16, no. 55 , pp. 235–245, 2019, [Online]. Available: https://sid.ir/paper/358217/en

Related Journal Papers