Evidence map›Paper›PMID 42513773›Full record

ArticleMaterials (Basel, Switzerland)2026

Study on Basalt Fiber-Reinforced Lunar Regolith Simulant Geopolymer: Experiment and Constitutive Model.

Jianghuai Zhan, Lepeng Huang, Ziheng Ding, Fei Wang, Shuai Li, Xuanyi Xue, Jianmin Hua

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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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

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.

Jianghuai ZhanSchool of Civil Engineering, Chongqing University, Chongqing 400045, China.
Lepeng HuangSchool of Civil Engineering, Chongqing University, Chongqing 400045, China.
Ziheng DingSchool of Civil Engineering, Chongqing University, Chongqing 400045, China.
Fei WangSchool of Civil Engineering, Chongqing University, Chongqing 400045, China.
Shuai LiDepartment of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, China.
Xuanyi XueSchool of Civil Engineering, Chongqing University, Chongqing 400045, China.ORCID 0000-0003-0746-1937
Jianmin HuaSchool of Civil Engineering, Chongqing University, Chongqing 400045, China.

Funding

Chongqing University CSTB2024YCJH-KYXM0125National Natural Science Foundation of China 52308143National Natural Science Foundation of China 52478133the National Key R&D Program of China 2024YFB3714804
6 · The paper itself

Abstract

Lunar regolith simulant (LRS) geopolymers are promising construction materials for lunar in situ resource utilization, but their brittle behavior and limited crack resistance restrict their structural applications. This study investigated the effect of basalt fiber length on the mechanical properties, failure modes, stress-strain behavior, constitutive relationship, and microstructure of CQU-1 LRS geopolymers. Basalt fiber-reinforced LRS geopolymers were prepared under weak alkali activation and high-temperature curing at 80 °C. The basalt fiber content was fixed at 0.1%, and six fiber lengths of 0, 6, 9, 12, 15, and 18 mm were considered. Compressive and flexural tests were conducted after curing for 1 d and 7 d, and the normalized stress-strain curves were fitted using the Saenz L.P., Carreira D.J., and Zhenhai Guo models. The results showed that basalt fiber length significantly affected the mechanical performance of LRS geopolymers. An appropriate fiber length improved strength, stiffness, ductility, and post-peak load-bearing capacity, whereas excessively short or long fibers weakened the reinforcing effect. The 15 mm fiber group exhibited the best overall performance. After curing for 1 d, its compressive strength reached 2.23 MPa, 49.7% higher than that of the control group, and its elastic modulus increased approximately 2.5-fold. After curing for 7 d, its compressive strength reached 13.44 MPa, 32.0% higher than that of the control group. The Zhenhai Guo model provided the best fit for the stress-strain curves. SEM-EDS analysis showed that basalt fibers improved interfacial bonding and promoted gel enrichment near the fiber-matrix interface. Overall, 15 mm was recommended as the optimal basalt fiber length for CQU-1 LRS geopolymers under the conditions used in this study.

Indexed as

basalt fiber lengthcompressive strengthflexural strengthlunar regolith simulantmicrostructurestress–strain constitutive model

Identifiers

PMID42513773
PMCPMC13412875

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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.