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Testing and modeling of frozen clay-concrete interface behavior based on large-scale shear tests

HE Peng-Fei MU Yan-Hu MA Wei HUANG Yong-Ting DONG Jian-Hua

气候变化研究进展(英文版)2021，Vol.12Issue(1)：83-94,12.

Testing and modeling of frozen clay-concrete interface behavior based on large-scale shear tests

HE Peng-Fei ¹MU Yan-Hu ²MA Wei ³HUANG Yong-Ting ⁴DONG Jian-Hua¹

作者信息

1. State Key Laboratory of Frozen Soil Engineering,Northwest Institute of Eco-Environment and Resources,Chinese Academy of Sciences,Lanzhou,730000,China
2. School of Science,Lanzhou University of Technology,Lanzhou,730050,China
3. University of Chinese Academy of Sciences,Beijing,100049,China
4. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province,Lanzhou University of Technology,Lanzhou,730050,China
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摘要

关键词

Shear strength/Frozen clay-concrete interface/Disturbed state concept/Constitutive model

Key words

Shear strength/Frozen clay-concrete interface/Disturbed state concept/Constitutive model

引用本文复制引用

HE Peng-Fei,MU Yan-Hu,MA Wei,HUANG Yong-Ting,DONG Jian-Hua..Testing and modeling of frozen clay-concrete interface behavior based on large-scale shear tests[J].气候变化研究进展(英文版),2021,12(1):83-94,12.

基金项目

This work was supported by the Scientific Instrument Developing Project of the Chinese Academy of Science(28Y928581),the National Natural Science Foundation of China(41772325,42001058),and the Scholarship for LUT Teachers'Overseas Studies,and Open Fund of National Key Laboratory of Frozen Soil Engineering(SKLFSE201603). （28Y928581）

气候变化研究进展(英文版)

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ISSN：1674-9278

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