A new approach for calculating negative skin friction of piles in collapsible loess soils
Civil Engineering|更新时间:2024-08-15
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A new approach for calculating negative skin friction of piles in collapsible loess soils
“In the field of foundation piles in collapsible loess soil, experts have proposed a new method for calculating negative friction resistance by analyzing measured data, which can more accurately reflect the actual characteristics of negative friction resistance of loess foundation piles.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 2, Pages: 1-10(2024)
作者机构:
1.西安工业大学 建筑工程学院,西安 710021
2.西安建筑科技大学 土木工程学院;陕西省岩土与地下空间工程重点实验室,西安 710055
作者简介:
ZHAO Min (1970 -), professor, main research interest: geotechnical engineering, E-mail: zhaominxait@163.com.
CAO Weiping (corresponding author), professor, E-mail: caowp@xauat.edu.cn.
基金信息:
Natural Science Foundation of Shaanxi Province(2019JM-006)
ZHAO Min,CAO Weiping.A new approach for calculating negative skin friction of piles in collapsible loess soils[J].Journal of Civil and Environmental Engineering,2024,46(02):1-10.
ZHAO Min,CAO Weiping.A new approach for calculating negative skin friction of piles in collapsible loess soils[J].Journal of Civil and Environmental Engineering,2024,46(02):1-10. DOI: 10.11835/j.issn.2096-6717.2022.129.
A new approach for calculating negative skin friction of piles in collapsible loess soils