Liquefaction Potential of Saturated Sand Reinforced by Cement-Grouted Micropiles: An Evolutionary Approach Based on Shaking Table Tests.

Ali Ghorbani, Hadi Hasanzadehshooiili, Mohammad Ali Somti Foumani, Jurgis Medzvieckas, Romualdas Kliukas

Open access · goldAbstract read

In one paragraph

Article in Materials (Basel, Switzerland), 2023. 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

0.3field-weighted citation impact, top 48% of its field

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, 2 citations in OpenAlex.

Anisotropy in the Liquefaction Resistance of Fibre Reinforced Sand.Materials (Basel, Switzerland) · 2023
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 at 3 institutions in 3 countries.

Ali GhorbaniDepartment of Civil Engineering, Faculty of Engineering, University of Guilan, Rasht 4199613776, Iran.ORCID 0000-0002-2778-316X

Hadi HasanzadehshooiiliDepartment of Civil and Water Engineering, Université Laval, Québec City, QC G1V 0A6, Canada.ORCID 0000-0002-0944-6290

Mohammad Ali Somti FoumaniDepartment of Civil Engineering, Faculty of Engineering, University of Guilan, Rasht 4199613776, Iran.

Jurgis MedzvieckasDepartment of Reinforced Concrete Structures and Geotechnics, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania.

Romualdas KliukasDepartment of Applied Mechanics, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania.

University of Guilan · IRVilnius Gediminas Technical University · LTUniversité Laval · CA

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Cement-grouted injections are increasingly employed as a countermeasure material against liquefaction in active seismic areas; however, there is no methodology to thoroughly and directly evaluate the liquefaction potential of saturated sand materials reinforced by the cement grout-injected micropiles. To this end, first, a series of 1 g shaking table model tests are conducted. Time histories of pore water pressures, excess pore water pressure ratios (r

Indexed as

cement-grouted micropilesevolutionary modelingliquefaction potentialplexiglass rigid transparent shaking tablesand materialthree-dimensional multiple variable parametric analysis

Identifiers

PMID36984073

DOI10.3390/ma16062194

PMCPMC10058783

OpenAlexW4323664471

What OpenQuestion holds

Textmetadata

LicenceCC BY

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Registered trials

None linked

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.