Evidence map›Paper›PMID 38110705›Full record

ArticleScientific reports2023

Assessment of small strain modulus in soil using advanced computational models.

Hongfei Fan, Tianzhu Hang, Yujia Song, Ke Liang, Shengdong Zhu, Lifeng Fan

Abstract read
In one paragraph

Article in Scientific reports, 2023. 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.

Hongfei FanInstitute of Geotechnical Engineering, Nanjing Tech University, Nanjing, 211816, China.
Tianzhu HangInstitute of Geotechnical Engineering, Nanjing Tech University, Nanjing, 211816, China.
Yujia SongTransportation Institute, Inner Mongolia University, Hohhot, 010021, China.
Ke LiangDepartment of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing, 211106, China.
Shengdong ZhuKnowledge Management Department, Fujian Yongfu Power Engineering Co., Ltd., Fuzhou, 350000, China.
Lifeng FanTransportation Institute, Inner Mongolia University, Hohhot, 010021, China. fanlifeng@imu.edu.cn.

Funding

Inner Mongolia Autonomous Reogion University Young Talents Support Project NJYT23045;Jiangsu Province Graduate Research and Practice In-novation Program Project KYCX23_1462
6 · The paper itself

Abstract

Small-strain shear modulus ([Formula: see text]) of soils is a crucial dynamic parameter that significantly impacts seismic site response analysis and foundation design. [Formula: see text] is susceptible to multiple factors, including soil uniformity coefficient ([Formula: see text]), void ratio (e), mean particle size ([Formula: see text]), and confining stress ([Formula: see text]). This study aims to establish a [Formula: see text] database and suggests three advanced computational models for [Formula: see text] prediction. Nine performance indicators, including four new indices, are employed to calculate and analyze the model's performance. The XGBoost model outperforms the other two models, with all three models achieving [Formula: see text] values exceeding 0.9, RMSE values below 30, MAE values below 25, VAF values surpassing 80%, and ARE values below 50%. Compared to the empirical formula-based traditional prediction models, the model proposed in this study exhibits better performance in IOS, IOA, a20-index, and PI metrics values. The model has higher prediction accuracy and better generalization ability.

Identifiers

PMID38110705
PMCPMC10728178

What OpenQuestion holds

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LicenceCC BY
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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.