Compression deformation characteristics of remolded Malan loess under seepage condition
|更新时间:2025-10-10
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Compression deformation characteristics of remolded Malan loess under seepage condition
“In the field of loess filling engineering, experts have explored the impact of groundwater seepage on soil settlement, verified the applicability of the Gunary model in calculating settlement increments, and provided scientific basis for engineering practice.”
Journal of Civil and Environmental EngineeringPages: 1-11(2025)
作者机构:
1.西安交通大学 人居环境与建筑工程学院,西安 710003
2.陕西建工集团股份有限公司,西安 710003
3.机械工业勘察设计研究院有限公司,西安 710021
4.中联西北工程设计研究院有限公司,西安 710077
作者简介:
LEI Wei (1994- ), main research interest: engineering properties of loess, E-mail: 641270469@qq.com.
The “Scientists+Engineers” Team Construction Project of Qinchuangyuan in Shaanxi Province(2023KXJ-178);Projects of the Provincial State-owned Capital Operation Budget for Science and Technology Innovation in Shaanxi Province(2023-013);Transportation Research Project of Shaanxi Provincial Transportation Department for the Year 2024(24-53K)
LEI Wei,ZHENG Jianguo,WANG Xiaoyong,et al.Compression deformation characteristics of remolded Malan loess under seepage condition[J].Journal of Civil and Environmental Engineering,
LEI Wei,ZHENG Jianguo,WANG Xiaoyong,et al.Compression deformation characteristics of remolded Malan loess under seepage condition[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.093.
Compression deformation characteristics of remolded Malan loess under seepage condition