Evidence map›Paper›PMID 39396085›Full record

ArticleScientific reports2024

Enhancing aeolian sand stability using microbially induced calcite precipitation technology.

Jingyuan Yin, Weiqing Qu, Zumureti Yibulayimu, Jili Qu

Abstract read
In one paragraph

Article in Scientific reports, 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 5 papers.

0numbers the graph read from it
0cells of the map it votes in
5citing 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

5 citing papers in PubMed.

  1. Review
  2. Article
  3. Article
  4. Article
  5. 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.

Jingyuan YinCollege of Life and Geographic Sciences, Kashi University, Kashi city, China.
Weiqing QuDepartment of Civil and Urban Engineering, Tandon School of Engineering, New York University, Brooklyn, NY, 11201, USA.
Zumureti YibulayimuSchool of Civil Engineering, Kashi University, Kashi city, China.
Jili QuSchool of Civil Engineering, Kashi University, Kashi city, China. qujiliqwq@163.com.

Funding

Kashi Regional Science and Technology Planning Bureau KS2023023Xinjiang Uygur Autonomous Region Science and Technology Department 2022E01046
6 · The paper itself

Abstract

This study investigates the effectiveness of Microbially Induced Calcite Precipitation (MICP) technology in enhancing the stability of aeolian sand. Applying MICP to desert sand samples from Kashi, Xinjiang, the results demonstrated significant structural stability and erosion resistance in treated soils during wind erosion tests. Particularly after 14 days of treatment, the soil samples exhibited optimal wind erosion resistance and surface crust strength. Additionally, the formation of calcite significantly improved the soil's penetration strength and wind erosion resistance, with SEM analysis confirming that calcite "bridges" between soil particles enhanced inter-particle bonding. Environmental impact assessments indicated that MICP technology is not only environmentally friendly but also effectively reduces the risk of soil environmental pollution. These findings validate the potential application of MICP technology in enhancing the stability and environmental adaptability of aeolian sand.

Indexed as

Aeolian sand stabilityErosion resistanceMicrobially Induced Calcite Precipitation (MICP)Structural stability

Identifiers

PMID39396085
PMCPMC11470915

What OpenQuestion holds

Textmetadata
LicenceCC BY-NC-ND
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.