Vertical Fiberglass Micropiles as Soil-Reinforcing Elements.

Mohanad Muayad Sabri Sabri, Nikolai Ivanovich Vatin, Renat Rustamovich Nurmukhametov, Andrey Budimirovich Ponomarev, Mikhail Mikhailovich Galushko

Abstract read

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In one paragraph

Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it

0cells of the map it votes in

1citing papers in PubMed

–field-weighted citation impact

1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

Settlement of Soil Reinforced with Vertical Fiberglass Micro-Piles.Materials (Basel, Switzerland) · 2022
Article

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

5 authors.

Mohanad Muayad Sabri SabriPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.ORCID 0000-0003-3154-8207

Nikolai Ivanovich VatinPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.ORCID 0000-0002-1196-8004

Renat Rustamovich NurmukhametovPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.ORCID 0000-0001-9542-2430

Andrey Budimirovich PonomarevPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.ORCID 0000-0001-6521-9423

Mikhail Mikhailovich GalushkoSaint Petersburg State University, 190999 Saint Petersburg, Russia.ORCID 0000-0003-0200-4817

Funding

Ministry of Science and Higher Education of the Russian Federation Agreement 075-15-2021-1333 dated 30.09.2021

6 · The paper itself

Abstract

This article is dedicated to developing a ground improvement technique using vertically oriented reinforcement elements prefabricated utilizing fiberglass pultruded pipe and helical shape wideners at the bottom toe. Structures of the prefabricated helical micropiles varied by the length and cross-section area introduced into the soil massive as reinforcing bearing elements. The effect of the reinforcements geometry variation was investigated through a reinforcement factor (

Indexed as

deformationfiberglassfiber-reinforced compositeFRP pilescrew micropilesoil reinforcementvertical reinforcement

Identifiers

PMID35407923

DOI10.3390/ma15072592

PMCPMC9000301

What OpenQuestion holds

Textmetadata

LicenceCC BY

Read underepoch 390

Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.