Analysis of freezing and thawing of slope improved by soil nailing structure in seasonal frozen soil region
Zhang, Yuan1,2; Dong, Jian-Hua1,2; Dong, Xu-Guang1,2; Wang, Yong-Sheng1,2
2017-02-10
发表期刊Yantu Lixue/Rock and Soil Mechanics
ISSN10007598
卷号38期号:2页码:574-582 and 592
摘要Freezing-thawing cycle in seasonal frozen soil region frequently damages the slope protected by soil nailing structure and threatens the slope retaining structure. In this paper, a finite element model was established using the thermal-fluid-structural coupling module in the nonlinear finite element software ADINA as case study of a project in Lanzhou. A constitutive model was developed to solve freeze-heave and thaw-subside. The program was verified by measured results. The structural characteristic response of soil nailing structure under freezing-thawing cycles was analyzed by the software secondary development. The results show that the increment of axial force of soil nail in each layer reaches a maximum at the nail head and decreases gradually along the axial direction under freezing-thawing cycles. The relative increment of axial force increases with the slope height. The horizontal displacement and ground settlement increase due to melted frozen soil. These conclusions provide significant references for design and construction of slope retaining structures in seasonal frozen soil region. © 2017, Science Press. All right reserved.
关键词Axial flow Computer simulation Freezing Frozen soils Supports Design and construction Freezing and thawing Freezing thawing cycles Horizontal displacements Non-linear finite elements Slope Soil nailing structures Structural characteristics
DOI10.16285/j.rsm.2017.02.034
收录类别EI
语种中文
出版者Academia Sinica
EI入藏号20172203711544
EI主题词Thawing
来源库Compendex
分类代码483.1 Soils and Soil Mechanics - 631.1 Fluid Flow, General - 723.5 Computer Applications
引用统计
文献类型期刊论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/114392
专题土木工程学院
作者单位1.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou; Gansu; 730050, China;
2.Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou; Gansu; 730050, China
第一作者单位甘肃省土木工程防灾减灾重点实验室;  土木工程学院
第一作者的第一单位甘肃省土木工程防灾减灾重点实验室
推荐引用方式
GB/T 7714
Zhang, Yuan,Dong, Jian-Hua,Dong, Xu-Guang,et al. Analysis of freezing and thawing of slope improved by soil nailing structure in seasonal frozen soil region[J]. Yantu Lixue/Rock and Soil Mechanics,2017,38(2):574-582 and 592.
APA Zhang, Yuan,Dong, Jian-Hua,Dong, Xu-Guang,&Wang, Yong-Sheng.(2017).Analysis of freezing and thawing of slope improved by soil nailing structure in seasonal frozen soil region.Yantu Lixue/Rock and Soil Mechanics,38(2),574-582 and 592.
MLA Zhang, Yuan,et al."Analysis of freezing and thawing of slope improved by soil nailing structure in seasonal frozen soil region".Yantu Lixue/Rock and Soil Mechanics 38.2(2017):574-582 and 592.
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