Model experimental research on uplift single pile in calcareous sand of South China Sea
文献类型:期刊论文
作者 | Qin Yue2; Meng Qingshan2; Wang Ren2; Hu Siqian1; Zhang Yuting3 |
刊名 | MARINE GEORESOURCES & GEOTECHNOLOGY
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出版日期 | 2017 |
卷号 | 35期号:5页码:653-660 |
关键词 | Calcareous sand interaction relation of pile-sand particle breakage uplift pile |
ISSN号 | 1064-119X |
DOI | 10.1080/1064119X.2016.1215362 |
英文摘要 | Vertical uplift static loading tests of single model pile were conducted in the in-lab calcareous sand and quartz sand by emulating practical condition of full-size piles in site. The settlement, lateral deflection, axial force, and friction distribution of the pile are analyzed for each physical test. The pile behaviors in calcareous sand and quartz sand are compared. From the test results, it can be found that the pile top displacement of uplift pile in calcareous sand can be divided into two stages: the pile-sand synchronous stage and pile-sand asynchronous (relative displacement) stage. Data from uplift tests show that the heave of calcareous sand around pile top is very small, which is resulted from the mutually restraint of surface particle. The mutual restriction of surface particle leads to bottleneck effect and strengthens ultimate side friction of upper pile segment. In addition, the shear dilatancy and particle breakage of calcareous sand lead to the upper harden and the lower soften of side friction, respectively. Cases of calcareous sand and quartz sand show different responses to pile forming methods, which due to the sands' different characteristics of particle breakage when compressed as well as plastic deformation under loading-unloading conditions. |
WOS研究方向 | Engineering ; Oceanography ; Mining & Mineral Processing |
语种 | 英语 |
WOS记录号 | WOS:000401022800007 |
出版者 | TAYLOR & FRANCIS INC |
源URL | [http://119.78.100.198/handle/2S6PX9GI/3991] ![]() |
专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
作者单位 | 1.Jianghan Univ, Sch Chem & Environm Engn ; 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ; 3.Tianjin Res Inst Water Transport Engn |
推荐引用方式 GB/T 7714 | Qin Yue,Meng Qingshan,Wang Ren,et al. Model experimental research on uplift single pile in calcareous sand of South China Sea[J]. MARINE GEORESOURCES & GEOTECHNOLOGY,2017,35(5):653-660. |
APA | Qin Yue,Meng Qingshan,Wang Ren,Hu Siqian,&Zhang Yuting.(2017).Model experimental research on uplift single pile in calcareous sand of South China Sea.MARINE GEORESOURCES & GEOTECHNOLOGY,35(5),653-660. |
MLA | Qin Yue,et al."Model experimental research on uplift single pile in calcareous sand of South China Sea".MARINE GEORESOURCES & GEOTECHNOLOGY 35.5(2017):653-660. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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