Mechanical Properties and Freeze-Thaw Cycling Degradation of Loess Improved with an Ionic Curing Agent and Cement Composite.

Xingwei Wang, Jiandong Li, Xu Wang, Baiwei Li, Yanjie Zhang, Zhen Zuo

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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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

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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

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0 citing papers in PubMed.

No citing paper in PubMed yet.

4 · The record

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5 · Who and what money

Authors and funding

6 authors.

Xingwei WangSchool of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.

Jiandong LiSchool of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.

Xu WangSchool of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.

Baiwei LiSchool of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.

Yanjie ZhangSchool of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.

Zhen ZuoSchool of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.ORCID 0009-0002-3465-9519

Funding

Gansu Province Industrial Support Program Project 2023CYZC-34National Natural Science Foundation of China Project 52568066, 42362033Patent Transformation Guidance Fund Project of Lanzhou Jiaotong University ZH2023008)Special Project for Scientific and Technological Special Commissioners of Gansu Province Science and Technology Program 25CXGA024The Youth Doctoral Support Project of the Education Department of Gansu Province 2024QB-053

6 · The paper itself

Abstract

To address the engineering problems of high cement content, high brittleness, and weak frost resistance of cement-improved loess in the seasonal frozen soil area of Northwest China, F1 ion curing agent (F1) and cement composite improved loess (FCIL) were used in this paper. Through unconfined compressive (UC) strength tests, consolidated undrained (CU) triaxial shear tests, and microscopic pore characteristics analysis, the mechanical properties, freeze-thaw cycle deterioration law, and microscopic pore structure of FCIL were studied. The effects of cement content (

Indexed as

cement stabilizationfreeze-thaw durabilityimproved loessionic curing agentNMR pore size distribution

Identifiers

PMID41900735

DOI10.3390/ma19061242

PMCPMC13027630

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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.