Research on Impermeability of Underwater Non-Dispersible Concrete in Saline Soil.

Baolin Guo, Chao Wang, Xianghui Ma, Ruishuang Jiang, Baomin Wang, Jifei Yan, Hang Liu

Abstract read

In one paragraph

Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0cells of the map it votes in

0citing 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

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3 · Its place in the literature

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0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

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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.

Baolin GuoSchool of Civil Engineering, Dalian University of Technology, Dalian 116000, China.

Chao WangShandong Hi-Speed Company Limited, Jinan 250014, China.

Xianghui MaShandong Hi-Speed Company Limited, Jinan 250014, China.

Ruishuang JiangTransportation Research Institute of Shandong Province, Jinan 250100, China.

Baomin WangSchool of Civil Engineering, Dalian University of Technology, Dalian 116000, China.

Jifei YanSchool of Civil Engineering, Dalian University of Technology, Dalian 116000, China.

Hang LiuShandong Hi-Speed Company Limited, Jinan 250014, China.

Funding

Department of Science and Technology of Liaoning Province 2020JH2/10100016Shandong Transportation Research Institute 2018B44

6 · The paper itself

Abstract

The permeability of different strength grades of submerged non-dispersible concrete with different granulated slag admixtures in a saline soil environment simulated by different erosion solutions was investigated. The variation patterns of the chloride ion diffusion coefficient and pore characteristics were tested using NEL and MIP. The microscopic morphology of the specimens in different erosion environments and with slag doping was observed using SEM. The results showed that the impermeability of concrete in sulfate and complex salt environments was significantly reduced. The resistance of concrete to chloride ion penetration increased with the increase in strength grade, and the Cl- diffusion coefficient of C35 was 5-30% lower than those of C30 and C25 underwater non-dispersible concrete at 360 d. Meanwhile, the admixture of granulated blast-furnace slag optimized the pore size distribution and improved the matrix compactness and permeability.

Indexed as

granulated blast-furnace slagnon-dispersible underwater concreteresistance to chloride ion permeabilitysalt soil

Identifiers

PMID36431402

DOI10.3390/ma15227915

PMCPMC9699431

What OpenQuestion holds

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LicenceCC BY

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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.