Evidence map›Paper›PMID 42124200›Full record

ArticleMaterials (Basel, Switzerland)2026

Macro-Micro Properties and Damage Model of Calcareous Sand Stabilized by Sulfoaluminate and Ferroaluminate Cements Under Different Water Environments.

Minghao Gu, Liang Cao, Peng Cao, Zhifei Tan, Ziyu Wang, Jingwei Ma

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. 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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0citing papers in PubMed
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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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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

0 citing papers in PubMed.

No citing paper in PubMed yet.

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.

Minghao GuCollege of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China.
Liang CaoCollege of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China.
Peng CaoCollege of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China.ORCID 0000-0001-5645-734X
Zhifei TanCollege of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China.
Ziyu WangYazhou Bay Innovation Institute, Hainan Tropical Ocean University, Sanya 572025, China.ORCID 0000-0001-5562-5399
Jingwei MaSafety Assessment Guarantee Department, Beijing 100073, China.

Funding

National Natural Science Foundation of China No. 52578543, 42162024
6 · The paper itself

Abstract

Island reef road construction faces a complex marine service environment characterized by high salinity and high humidity. Meanwhile, rapid construction and prompt subgrade repair are urgently required, creating a strong demand for novel calcareous-sand-based stabilization materials that combine excellent mechanical performance with resistance to seawater erosion. To this end, this study developed an early-strength cemented calcareous-sand reinforcement material for road base construction. Sulfoaluminate cement (SAC) and ferrite-aluminate cement (FAC), both featuring rapid setting/early strength development and superior corrosion resistance, were used to cement calcareous sand (CS) and to investigate its mechanical and microstructural characteristics under different water environments. Unconfined compressive strength tests (UCS) showed that SC-CS and FC-CS could meet subgrade requirements at 1 d and 7 d, with SC-CS and FC-CS reaching 3.12 MPa and 3.44 MPa at 1 d, and 3.26 MPa and 3.67 MPa at 7 d, respectively, under seawater SS conditions. Seawater mixing and immersion were found to promote the early strength and stiffness development of both SC-CS and FC-CS, with a more pronounced effect observed for FC-CS. Based on experimental results, a damage model for the stabilized specimens was established with a fitting accuracy of R

Indexed as

calcareous sanddamage modelingferroaluminate cementhydration productsseawatersulfoaluminate cement

Identifiers

PMID42124200
PMCPMC13165134

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