Evidence map›Paper›PMID 41372376›Full record

ArticleScientific reports2025

Basalt fiber reinforcement cementation with bio-inspired carbonate precipitation for stabilization of expansive soil.

Mudassir Mehmood, Ahmed M Yosri, Wen Nie, Shoujian Peng, Muhammad Nadeem, Nejib Ghazouani, Majed Alzara

Abstract read
In one paragraph

Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing 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

3 citing papers in PubMed.

  1. Article
  2. Article
  3. 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

7 authors.

Mudassir MehmoodState Key Laboratory of Metal Mining Safety and Disaster Prevention and Control, Maanshan, 243000, Anhui, China.
Ahmed M YosriDepartment of Civil Engineering, College of Engineering, Jouf University, 72388, Sakaka, Saudi Arabia. amyosri@ju.edu.sa.
Wen NieState Key Laboratory of Metal Mining Safety and Disaster Prevention and Control, Maanshan, 243000, Anhui, China. wen.nie@vip.tom.com.
Shoujian PengSchool of Resources and Safety Engineering, Chongqing University, Chongqing, 400044, China.
Muhammad NadeemCollege of Civil Engineering, Huaqiao University, Xiamen, 361021, Fujian, China.
Nejib GhazouaniMining Research Center, Northern Border University, Arar, 73213, Arar, Saudi Arabia.
Majed AlzaraDepartment of Civil Engineering, College of Engineering, Jouf University, 72388, Sakaka, Saudi Arabia.

Funding

Deanship of Graduate Studies and Scientific Research at Jouf University DGSSR-2025-02-01029
6 · The paper itself

Abstract

This study presents a sustainable method to enhance expansive soil performance by integrating enzyme induced carbonate precipitation (EICP) with basalt fiber (BF) reinforcement. Laboratory experiments were conducted using an optimized EICP 0.75 mol/L concentration and 1.5% BF (12 mm length). The results demonstrated that the combined treatment substantially reduced the swelling pressure and permeability (k

Indexed as

Basalt fiberEnzymes induced carbonate precipitationExpansive soilStrength improvementsSustainable soil stabilization

Identifiers

PMID41372376
PMCPMC12695907

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.