Your Location:
Home >
Browse articles >
Study on Microscopic Mechanism of Consolidation Deformation of Medium-Low-Compressibility Clay in Hefei Area
Study on Microscopic Mechanism of Consolidation Deformation of Medium-Low-Compressibility Clay in Hefei Area
- Railway Standard Design Vol. 70, Issue 10, Pages: 33-39(2026)
DOI: 10.13238/j.issn.1004-2954.202507310001
Revised:2025-08-02
Scan QR Code
Full Text(HTML)
Figs( 3 ) Tabs( 0 )
References
Publication Info
Metrics
32
Views
18
Downloads
0
CSCD
Alert me when the article has been cited
Submit
Tools
- BibTeXDownload
- EndnoteDownload
- RefMan Download
- NoteExpressDownload
- NoteFirstDownload
Related Articles
Mechanical Properties and Cumulative Deformation Prediction of Improved Red-Bed Subgrade Fill Material
Study on Influence of Construction of Sheet-Pile Wall Widening Structure in Existing Embankment Slope on Operational Lines
Research on BIM+GIS-Based Modelling and WebGIS Visualization of Railway Subgrade Monitoring
Engineering Properties and Foundation Reinforcement Technology for Soft-Plastic High-Compressibility Red Bed Soil in Sichuan Basin
Research on Bearing Mechanism of Pipe Pile-Geocell Composite Subgrade
Related Author
LIU Yushi
XU Hua
WANG Dong
ZHANG Jie
ZHANG Ming
ZHAO Wenhui
ZHANG Ke
HOU Jiayin
Related Institution
College of Environmental and Civil Engineering, Chengdu University of Technology
School of Civil Engineering, Southwest Jiaotong University
China Railway Eryuan Engineering Group Co., Ltd.
Gansu Engineering Design Research Institute Co., Ltd.
School of Civil Engineering, Lanzhou Jiaotong University
