Evidence map›Paper›PMID 41470433›Full record

ArticleMaterials (Basel, Switzerland)2025

Vertical Drainage Performance of a Novel Anti-Clogging Plastic Vertical Drainage Board for Soda-Residue-Stabilized Soil.

Aiwu Yang, Tianli Liu, Ridong Fan, Hao Zhang, Fayun Liang, Xuelun Liu, Guowei Song

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

7 authors.

Aiwu YangDepartment of Civil Engineering, College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China.
Tianli LiuDepartment of Civil Engineering, College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China.ORCID 0000-0001-7599-0211
Ridong FanDepartment of Civil Engineering, College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China.
Hao ZhangDepartment of Civil Engineering, College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China.
Fayun LiangDepartment of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China.ORCID 0000-0002-3740-1110
Xuelun LiuTianjin Haibin Geotechnical Engineering Co., Ltd., Tianjin 300384, China.
Guowei SongDepartment of Civil Engineering, College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China.

Funding

National Natural Science Foundation of China 42177119National Natural Science Foundation of China 42377141National Natural Science Foundation of China 51978440
6 · The paper itself

Abstract

In the treatment of soda-residue-stabilized soil with high water content using drainage boards with vacuum preloading, the boards often prone to clogging and bending under lateral pressure, reducing their hydraulic conductivity and affecting the soil reinforcement. In this study, the structure of the standard plastic drainage board (filter membrane + filter core) was improved, and three types of new anti-clogging plastic drainage boards with different structures were developed (Type X: geotextile + filter core, Type Y: geotextile + wire mesh + filter core, Type Z: geotextile + filter membrane + filter core). Permeability tests were subsequently used to determine the optimal structure. In-lab vertical draining tests with vacuum preloading were carried out on the selected model to study the change in water content, vacuum pressure, surface settlement, vane shear strength, and pore water pressure of soil with drainage board insertion depth, providing a reference for the application of new anti-clogging drainage boards in engineering. The results showed that: (1) the type Y anti-clogging plastic drainage board (geotextile + wire mesh + filter core) exhibits the most balanced performance in terms of permeability, anti-clogging ability, tensile strength and bending strength and is suitable for vacuum preloading of soda residue with high water content; (2) the mechanical properties and anti-clogging performance of drainage boards are highly dependent on their structural configuration. Introducing a wire mesh between the filter core and the geotextile significantly enhances the tensile and bending strength of the drainage board without noticeably compromising its drainage performance; (3) the insertion depth of the drainage board significantly affects drainage efficiency, vacuum transmission rate, and strength development of the soda residue. The effective reinforcement range of the drainage board is not limited to the insertion depth but also extends below the bottom of the drainage board.

Indexed as

hydraulic conductivityindoor model testprefabricated vertical drain (PVD)soda-residue-stabilized soilvacuum consolidation

Identifiers

PMID41470433
PMCPMC12735289

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

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.