ArticleScientific reports2025
Analysis of seepage failure mechanism in silty-fine sand and its prevention and control research.
Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.
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.
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.
Who cites it
0 citing papers in PubMed.
No citing paper in PubMed yet.
Corrections and comments
PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.
Authors and funding
1 author.
Funding
Abstract
Groundwater is widely distributed in various rock and soil media and underground structures. Groundwater seepage inside the silty-fine sand layer causes infiltration erosion, leading to uneven settlement and cracking damage to the foundation and its structures. An analysis was conducted on the mechanisms of flowing soil and piping, and it was pointed out that flowing soil is caused by the effective gravity of sand particles, resulting in the floating and failure of sand particle groups due to the permeability greater than that of sand particles; Pipe surge refers to the migration and loss of movable fine particles, and the formation of water inflow channels through the interior of the silty-fine sand layer. Propose technical measures to improve the physical and mechanical properties of silty-fine sand layers and prevent infiltration damage through grouting. The mechanism of infiltration, splitting and compaction grouting was explained and analyzed, and the grouting materials such as plant glue modified cement sodium silicate, geopolymer, microbial solution, nano silica sol, emulsified asphalt, polyurethane, etc. were discussed and sorted out, aiming to contribute to improving the quality of silty-fine sand layer engineering projects.
Indexed as
Identifiers
What OpenQuestion holds
Registered trials
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.