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| DOI | 10.1155/2021/7260598 |
| Modeling of Concrete-Frozen Soil Interface from Direct Shear Test Results | |
| Xiong, Meng; He, Pengfei; Mu, Yanhu; Na, Xinlei | |
| 通讯作者 | Mu, YH (通讯作者)，Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China. ; Mu, YH (通讯作者)，Univ Chinese Acad Sci, Beijing 100049, Peoples R China. |
| 发表日期 | 2021 |
| ISSN | 1687-8086 |
| EISSN | 1687-8094 |
| 卷号 | 2021 |
| 英文摘要 | The shear behaviors of concrete-frozen soil interface are important for analyzing the performance of engineering structures buried in the frozen ground. In this paper, a series of direct shear tests were carried out to determine the concrete-soil interface behaviors at different test temperatures (19 degrees C, -1 degrees C, -3 degrees C, and -5 degrees C) and initial water contents (9.2%, 13.1%, 17.1%, and 20.8%) of soils. The interface shear behaviors, including the shear stress versus horizontal displacement, interface cohesion, and interface friction coefficient, were analyzed based on the test results. Then, a simple, nonlinear model was proposed and verified for the interface shear behaviors. The results show that the effect of initial water content and test temperature on the interface shear behavior is significant, and the peak stress increases with the increasing initial water content and decreasing test temperature. The interface cohesion is sensitive to the test temperature and initial water content, while the interface friction coefficient is insensitive to both the factors. The parameters of the simple nonlinear model can be gained by back-analyzing the test results. The predictions made by the proposed model are found to be in good agreement with the experimental results. |
| 关键词 | PILE LOAD TESTSMECHANICAL-PROPERTIESADFREEZE STRENGTHSALINE PERMAFROSTBEHAVIORCREEPROUGHNESSSTRESS |
| 语种 | 英语 |
| WOS研究方向 | Construction & Building Technology ; Engineering |
| WOS类目 | Construction & Building Technology ; Engineering, Civil |
| WOS记录号 | WOS:000611577000001 |
| 来源期刊 | ADVANCES IN CIVIL ENGINEERING
 |
| 来源机构 | 中国科学院西北生态环境资源研究院 |
| 文献类型 | 期刊论文 |
| 条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/253808 |
| 作者单位 | [Xiong, Meng; He, Pengfei] Lanzhou Univ Technol, Lanzhou 730050, Peoples R China; [Xiong, Meng; He, Pengfei; Mu, Yanhu] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China; [He, Pengfei; Mu, Yanhu] Univ Chinese Acad Sci, Beijing 100049, Peoples R China; [Na, Xinlei] Golder Associates Inc, Geotech Grp, Anchorage, AK 99507 USA |
| 推荐引用方式 GB/T 7714 | Xiong, Meng,He, Pengfei,Mu, Yanhu,et al. Modeling of Concrete-Frozen Soil Interface from Direct Shear Test Results[J]. 中国科学院西北生态环境资源研究院,2021,2021. |
| APA | Xiong, Meng,He, Pengfei,Mu, Yanhu,&Na, Xinlei.(2021).Modeling of Concrete-Frozen Soil Interface from Direct Shear Test Results.ADVANCES IN CIVIL ENGINEERING,2021. |
| MLA | Xiong, Meng,et al."Modeling of Concrete-Frozen Soil Interface from Direct Shear Test Results".ADVANCES IN CIVIL ENGINEERING 2021(2021). |
| 条目包含的文件 | 条目无相关文件。 | |||||
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