中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments

文献类型:期刊论文

作者Zhang, Chonglei2,3; Su, Lijun2,3; Jiang, Guanlu1
刊名GEOTEXTILES AND GEOMEMBRANES
出版日期2022-10-01
卷号50期号:5页码:896-909
ISSN号0266-1144
关键词Arching Field test Pile efficiency Geogrid-reinforced and pile -supported em bankments Load transfer Medium compressibility soil
DOI10.1016/j.geotexmem.2022.05.004
通讯作者Zhang, Chonglei(zhangchonglei@imde.ac.cn)
英文摘要Well-designed field full-scale model tests were carried out to enhance the understanding of geogrid-reinforced and floating pile-supported (GRFPS) embankments constructed on medium compressibility soil (MCS). Two comparative test sections of GRFPS embankments with and without pile caps were built over silty clay with medium compressibility for field monitoring, over 25 months. The heavily instrumented embankments produced comprehensive high-quality data. Settlement, earth pressure, and geogrid strain measurements during embankment filling stages and the postconstruction placement stage were conducted. The influence of pile cap installation on the differential deformation and load transfer behaviour of the GRFPS embankment was evaluated. The results demonstrate the installation of pile caps can significantly improve the evolution characteristics of the stress increment ratio on the pile, facilitating a change in load sharing of the pile top from a "softening" feature to a "hardening" feature. The state of the "arching structure" heavily depends on the relative displacement. After the maximum arching is formed, although the subgrade load continuously increases, the arching enters the damage and recovery state, and the transfer of the overburden load increment is largely conducted by the tensioned membrane effect.
WOS关键词GEOSYNTHETIC REINFORCEMENT ; TRANSFER PLATFORM ; SILTY CLAY ; PERFORMANCE
资助项目Sichuan Science and Technology Program[2021YFS0322] ; Second Tibetan Plateau Scientific Expedition and Research Program (STEP)[2021QZKK0202] ; Youth Innovation Promotion Association CAS[2019364] ; National Natural Science Foundation of China[51808542] ; Technological Research and Develop- ment Programs of the Ministry of Railways, China[2010G003 -F]
WOS研究方向Engineering ; Geology
语种英语
出版者ELSEVIER SCI LTD
WOS记录号WOS:000843834700002
资助机构Sichuan Science and Technology Program ; Second Tibetan Plateau Scientific Expedition and Research Program (STEP) ; Youth Innovation Promotion Association CAS ; National Natural Science Foundation of China ; Technological Research and Develop- ment Programs of the Ministry of Railways, China
源URL[http://ir.imde.ac.cn/handle/131551/56812]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
通讯作者Zhang, Chonglei
作者单位1.Southwest Jiaotong Univ, Sch Civil Engn, Key Lab High Speed Railway Engn, Minist Educ, Chengdu 610031, Peoples R China
2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
3.Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Sichuan, Peoples R China
推荐引用方式
GB/T 7714
Zhang, Chonglei,Su, Lijun,Jiang, Guanlu. Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments[J]. GEOTEXTILES AND GEOMEMBRANES,2022,50(5):896-909.
APA Zhang, Chonglei,Su, Lijun,&Jiang, Guanlu.(2022).Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments.GEOTEXTILES AND GEOMEMBRANES,50(5),896-909.
MLA Zhang, Chonglei,et al."Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments".GEOTEXTILES AND GEOMEMBRANES 50.5(2022):896-909.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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