Assessing the Scale Effect on Bearing Capacity of Undrained Subsoil: Implications for Seismic Resilience of Shallow Foundations.

Zofia Zięba, Małgorzata Krokowska, Marek Wyjadłowski, Janusz Vitalis Kozubal, Tomasz Kania, Jakub Mońka

Abstract 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. Not yet cited in PubMed.

0numbers the graph read from it

0cells of the map it votes in

0citing 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

0 citing papers in PubMed.

No citing paper in PubMed yet.

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

6 authors.

Zofia ZiębaDepartment of Civil Engineering, Wrocław University of Environmental and Life Sciences, 50-375 Wrocław, Poland.ORCID 0000-0002-0106-3527

Małgorzata KrokowskaDepartment of Civil Engineering, Wrocław University of Environmental and Life Sciences, 50-375 Wrocław, Poland.ORCID 0009-0005-5069-8632

Marek WyjadłowskiFaculty of Civil Engineering, Wrocław University of Science and Technology, 50-370 Wrocław, Poland.ORCID 0000-0003-0411-952X

Janusz Vitalis KozubalFaculty of Civil Engineering, Wrocław University of Science and Technology, 50-370 Wrocław, Poland.ORCID 0000-0002-6507-0080

Tomasz KaniaFaculty of Civil Engineering, Wrocław University of Science and Technology, 50-370 Wrocław, Poland.ORCID 0000-0002-7197-2275

Jakub MońkaDepartment of Civil Engineering, Wrocław University of Environmental and Life Sciences, 50-375 Wrocław, Poland.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This research investigates the influence of the scale effect on the bearing capacity of fine-grained subsoil under undrained conditions. The analyses were conducted based on laboratory tests of silty clay. Uniformly compacted samples were subjected to an unconfined compression test. The research was performed on cylindrical specimens. Three different variants of the diameter D (38 mm, 70 mm, 100 mm) and the corresponding height H = 2D were analyzed. Based on the tests results, the unconfined compression strength q

Indexed as

bearing capacitypost-degradation shear strengthscale effectseismic resiliencesilty clayunconfined compressive strength

Identifiers

PMID37629921

DOI10.3390/ma16165631

PMCPMC10456783

What OpenQuestion holds

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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.