Evidence map›Paper›PMID 35621598›Full record

ArticleGels (Basel, Switzerland)2022

Investigating the Mechanical Property and Enhanced Mechanism of Modified Pisha Sandstone Geopolymer via Ion Exchange Solidification.

Changming Li, Lisha Song, Yali Cao, Shunbo Zhao, Hui Liu, Chen Yang, Haifeng Cheng, Dongyang Jia

Abstract read
In one paragraph

Article in Gels (Basel, Switzerland), 2022. 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. Review
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

8 authors.

Changming LiSchool of Civil Engineering and Transportation, North China University of Water Resource and Electric Power, Zhengzhou 450045, China.
Lisha SongDepartment of Civil Engineering, Henan Technical College of Construction, Zhengzhou 450064, China.
Yali CaoSchool of Civil Engineering and Transportation, North China University of Water Resource and Electric Power, Zhengzhou 450045, China.
Shunbo ZhaoSchool of Civil Engineering and Transportation, North China University of Water Resource and Electric Power, Zhengzhou 450045, China.ORCID 0000-0002-9360-940X
Hui LiuEngineering and Technical Research Center of Levee Safety and Disease Control, Yellow River Institute of Hydraulic Research, Zhengzhou 450003, China.
Chen YangCollaborative Innovation Center for Efficient Utilization of Water Resources, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.ORCID 0000-0001-9104-8701
Haifeng ChengSchool of Civil Engineering and Transportation, North China University of Water Resource and Electric Power, Zhengzhou 450045, China.
Dongyang JiaSchool of Civil Engineering and Transportation, North China University of Water Resource and Electric Power, Zhengzhou 450045, China.

Funding

Key Projects of Science and Technology of Henan Province 192102310223National Natural Science Foundation of China 51708216, 51809109 and 41877079Yellow River water conservancy science research basic scientific research business expenses special project HKY-JBYW-2020-20, HKY-JBYW-2019-16
6 · The paper itself

Abstract

The Yellow River has the highest sediment concentration in the world, and the Yellow River coarse sediment mainly comes from a particular kind of argillaceous sandstone, Pisha sandstone. This paper reports an investigation of the possibility of development of low-cost engineering materials using Pisha sandstone via ion exchange modification. The effect of modifiers with different concentration on the inhibition of volume expansion and the strength enhancement of modified Pisha sandstone were studied via ion exchange solidification. The effects of the concentration of ten types of modifier solutions and curing age were considered. The hydration of the mineral components, particle surface potential and reaction products were studied, respectively, by XRD, zeta potential, TG/DTG and SEM. Expansion volume and shear strength tests were conducted to assess the volume stability and mechanical property of modified Pisha sandstone. It showed that the expansion of Pisha sandstone was controlled and that the volume stability and shear strength were improved via ion exchange modification. The results of XRD, TG/DTG and SEM showed that the spacing of the crystal layers of the Pisha sandstone clay mineral and the mass lost had decreased significantly. When the concentration of the modifier was 0.05 mol/L, the volume reduced by 54.55% maximum and the shear strength reached the peak of 138 kPa.

Indexed as

geopolymer gelion exchangePisha sandstonesolidification and strength development

Identifiers

PMID35621598
PMCPMC9141581

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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.