Evidence map›Paper›PMID 40942408›Full record

ArticleMaterials (Basel, Switzerland)2025

Strength and Microstructural Evolution of SRX-Stabilized Aeolian Sand-Gravel Flexible Base for Desert Road Construction.

Jie Liu, Qinli Liu, Chao Pu, Bo Wu, Xin Wang, Shiyu Zhu

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
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

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

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.

Jie LiuXinjiang Transportation Planning, Survey and Design Institute Co., Ltd., Urumqi 830006, China.ORCID 0000-0002-1023-4308
Qinli LiuXinjiang Key Laboratory for Safety and Health of Transportation Infrastructure in Alpine and High-Altitude Mountainous Areas, Urumqi 830006, China.ORCID 0000-0002-8836-1243
Chao PuXinjiang Transportation Planning, Survey and Design Institute Co., Ltd., Urumqi 830006, China.
Bo WuXinjiang Transportation Planning, Survey and Design Institute Co., Ltd., Urumqi 830006, China.
Xin WangXinjiang Transportation Planning, Survey and Design Institute Co., Ltd., Urumqi 830006, China.
Shiyu ZhuCollege of Civil Engineering, Anhui Jianzhu University, Hefei 230009, China.

Funding

Xinjiang Transportation Planning, Survey and Design Institute Co., Ltd KY2024011501
6 · The paper itself

Abstract

This study investigates the strength and microstructural evolution of SRX-stabilized aeolian sand-gravel mixtures for flexible base applications in desert roads. CBR, UPS (uniaxial penetration strength), and compressive resilient modulus tests were conducted under varying SRX dosages (0.4-1.0%) and aeolian sand contents (30-50%). The results show that increasing the SRX dosage significantly improves all three indices, with the 0.5% SRX and 30% aeolian sand mixture yielding the CBR (385.89%) and UPS (0.938 MPa) and achieving a compressive resilient modulus that meets the requirements for graded aggregate base layers. XRD FTIR and SEM-EDS analyses reveal that the SRX enhances material structure primarily through physical mechanisms, forming dense films and bonding networks without inducing significant chemical reactions. Extended curing improves structural integrity, while excessive aeolian sand reduces compactness. SRX-stabilized aeolian sand gravel is a viable base and subbase material for desert highways.

Indexed as

aeolian sandflexible basemechanical propertiesmicroscopic analysisSRX

Identifiers

PMID40942408
PMCPMC12429845

What OpenQuestion holds

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Registered trials

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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.