Evidence map›Paper›PMID 33287424›Full record

ArticleInternational journal of environmental research and public health2020

Exploring Environmentally Friendly Biopolymer Material Effect on Soil Tensile and Compressive Behavior.

Chunhui Chen, Zesen Peng, JiaYu Gu, Yaxiong Peng, Xiaoyang Huang, Li Wu

Abstract read
In one paragraph

Article in International journal of environmental research and public health, 2020. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 9 papers.

0numbers the graph read from it
0cells of the map it votes in
9citing 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

9 citing papers in PubMed.

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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.

Chunhui ChenThree Gorges Research Center for Geo-hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China.
Zesen PengFaculty of Engineering, China University of Geosciences, Wuhan 430074, China.
JiaYu GuThree Gorges Research Center for Geo-hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China.
Yaxiong PengHunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411100, China.
Xiaoyang HuangCardiff Catalysis Institute, Centre for Doctoral Training in Catalysis, School of Chemistry, Cardiff University, Park Place, Cardiff CF10 3AT, UK.
Li WuFaculty of Engineering, China University of Geosciences, Wuhan 430074, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

The study of the high-performance of biopolymers and current eco-friendly have recently emerged. However, the micro-behavior and underlying mechanisms during the test are still unclear. In this study, we conducted experimental and numerical tests in parallel to investigate the impact of different xanthan gum biopolymer contents sand. Then, a numerical simulation of the direct tensile test under different tensile positions was carried out. The micro-characteristics of the biopolymer-treated sand were captured and analyzed by numerical simulations. The results indicate that the biopolymer can substantially increase the uniaxial compressive strength and tensile strength of the soil. The analysis of the microparameters demonstrates the increase in the contact bond parameter values with different biopolymer contents, and stronger bonding strength is provided with a higher biopolymer content from the microscale. The contact force and crack development during the test were visualized in the paper. In addition, a regression model for predicting the direct tensile strength under different tensile positions was established. The numerical simulation results explained the mechanical and fracture behavior of xanthan gum biopolymer stabilized sand under uniaxial compression, which provides a better understanding of the biopolymer strengthening effect.

Indexed as

BiopolymersMechanical PhenomenaSoilTensile StrengthCompressive StrengthBiopolymersSoilbiopolymergreen technologymicro-behaviornumerical simulation

Identifiers

PMID33287424
PMCPMC7731029

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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.