Evidence map›Paper›PMID 38068125›Full record

ArticleMaterials (Basel, Switzerland)2023

Stress-Strain Behavior of Crushed Concrete as a Special Anthropogenic Soil.

Katarzyna Gabryś, Katarzyna Dołżyk-Szypcio, Zenon Szypcio, Wojciech Sas

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. 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.

  1. 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

4 authors.

Katarzyna GabryśWater Centre WULS, Warsaw University of Life Sciences-WULS, 6 Ciszewskiego Street, 02-787 Warsaw, Poland.ORCID 0000-0002-2039-6546
Katarzyna Dołżyk-SzypcioDepartment of Geotechnics, Roads and Geodesy, Faculty of Civil Engineering and Environmental Sciences, Bialystok University of Technology, 45A Wiejska Street, 15-351 Bialystok, Poland.ORCID 0000-0002-0558-9673
Zenon SzypcioDepartment of Geotechnics, Roads and Geodesy, Faculty of Civil Engineering and Environmental Sciences, Bialystok University of Technology, 45A Wiejska Street, 15-351 Bialystok, Poland.ORCID 0000-0002-1351-6239
Wojciech SasWater Centre WULS, Warsaw University of Life Sciences-WULS, 6 Ciszewskiego Street, 02-787 Warsaw, Poland.ORCID 0000-0002-5488-3297

Funding

Ministry of Science and Education, Poland WZ/WB-IIL/2/2022
6 · The paper itself

Abstract

The stress-plastic dilatancy relationship was investigated for crushed concrete during drained and undrained triaxial compression tests in the light of the frictional state concept. The slope of the dilatant failure state line is greater than that of quartz sand for drained triaxial compression due to the crushing effect. The crushing effect parameters for drained and undrained conditions are very similar. Due to the very angular shape of crushed concrete grains, the crushing effect is observed at low stress levels. Some characteristic behaviors of geomaterials during shear are visible only in the stress ratio-plastic dilatancy plane and are very rarely presented in the literature. The stress ratio-plastic dilatancy relationship, which is basic in elastic-plastic modeling of geomaterials, can be described using the frictional state concept.

Indexed as

crushed concretefrictional state conceptstress–dilatancytriaxial compression tests

Identifiers

PMID38068125
PMCPMC10707573

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

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.