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Analysis of the application efficiency of the slab-pile foundation using the example of a two-layer base

descriptionPublicationkeyboard_double_arrow_right Article , Other literature type 01 Jan 2021Publisher:EDP SciencesJournal:E3S Web of Conferences, volume 263, page 2,034 (eissn: 2267-1242, Copyright policy )
Authors: Dmitry Chunyuk; Artem Selviyan; Serafima Selviyan;

doi: 10.1051/e3sconf/202126302034

Analysis of the application efficiency of the slab-pile foundation using the example of a two-layer base

Abstract

The purpose of this work was to determine the increase of the limit load when resting the foundation slab on the ground at a different pitch of piles and their different length. The main task is to calculate the combined pile-slab foundation. The hypothesis was that when the foundation slab in the work, the bearing capacity of the entire structure increases. This foundation was calculated using the Plaxis 3D design software complex. In this article, we have determined the value by which the ultimate load on the combined pile-slab foundation increases when the slab rests on soil.

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Keywords

Environmental sciences, GE1-350

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citations
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
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