周佳锦 - 浙江大学 - 建筑工程学院

个人简介

周佳锦，男，浙江诸暨人，主要从事桩基工程和地基处理方面的研究工作。参与多项国家重点研发计划课题、国家自然科学基金重点项目和面上项目。主持/参与了多项静钻根植竹节桩在高层建筑、高速铁路以及高速公路中承载特性研究项目，建立了软土地基中静钻根植竹节桩承载力和沉降计算理论，参与静钻根植竹节桩浙江省设计规范以及行业规范的编制工作。作为第一（通讯）作者已发表/录用学术论文30余篇，其中SCI收录15篇，授权（申请）国家发明专利9项。教育工作经历 2011/09-2016/07 浙江大学岩土工程博士 2016/07-2018/08 浙江大学建筑工程学院博士后 2018/09-2020/09 东京大学生产技术研究所博士后/副研究员 2020/09-至今浙江大学建筑工程学院特聘研究员

研究领域

桩基工程地基处理

近期论文

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学术论文： [1]Zhou Jiajin,Yu Jianlin,Gong Xiaonan,et al.The effect of cemented soil strength on the frictional capacity of precast concrete pile–cemented soil interface.Acta Geotechnica.2020,15:3271-3282. [2]Zhou Jiajin,Yu Jianlin,Gong Xiaonan,et al.Field tests on behavior of pre-bored grouted planted pile and bored pile embedded in deep soft clay.Soils and Foundations,2020,60(2):551-561. [3]Zhou Jiajin,Gong Xiaonan,Zhang Rihong,et al.Field behavior of pre-bored grouted planted nodular pile embedded in deep clayey soil.Acta Geotechnica,2020,15:1847–1857. [4]Yu Jianlin,Zhou Jiajin*,Gong Xiaonan,et al.Centrifuge study on behavior of rigid pile composite foundation under embankment in soft soil.Acta Geotechnica,2020.https://doi.org/10.1007/s11440-020-01109-1. [5]Zhou Jiajin,Gong Xiaonan,Zhang Rihong,et al.Shaft capacity of pre-bored grouted planted nodular pile under various overburden pressures in dense sand.Marine Georesources&Geotechnology,2020,38(1):97-107. [6]Zhou Jiajin,Yu Jianlin,Gong Xiaonan,et al.The influence of soil reinforcement on the uplift bearing capacity of pre-stressed high-strength concrete pile embedded in clayey soil.Soils and Foundations,2019,59(6):2367-2375. [7]Zhou Jiajin,Gong Xiaonan,Zhang Rihong.Model tests to compare the behavior of pre-bored grouted planted piles and wished-in-place concrete pile in dense sand.Soils and Foundations,2019,59(1):84-96. [8]Zhou Jiajin,Gong Xiaonan,Wang Kuihua,et al.Shaft capacity of the pre-bored grouted planted pile in dense sand.Acta Geotechnica,2018,13(5):1227-1239. [9]Zhou Jiajin,Gong Xiaonan,Wang Kuihua,et al.Testing and modeling the behavior of pre-bored grouting planted piles under compression and tension.Acta Geotechnica,2017,12(9):1061-1075. [10]Zhou Jiajin,Gong Xiaonan,Wang Kuihua,et al.A simplified nonlinear calculation method to describe the settlement of pre-bored grouting planted nodular piles.Journal of Zhejiang University-Science A(Appl Phys&Eng),2017,18(11):895-909. [11]周佳锦,龚晓南,严天龙,等.软土地区填砂竹节桩抗压承载性能研究[J].岩土力学,2018,39(9):3425-3432. [12]周佳锦,龚晓南,王奎华,等.层状地基中静钻根植竹节桩单桩沉降计算[J].岩土力学,2017,38(1):109-116. [13]周佳锦,王奎华,龚晓南,等.静钻根植竹节桩桩端承载性能试验研究[J].岩土力学,2016,37(9):2603-2609. [14]周佳锦,王奎华,龚晓南,等.静钻根植抗拔桩承载性能数值模拟[J].浙江大学学报(工学版),2015,49(11):2135-2141. [15]周佳锦,龚晓南,王奎华,等.静钻根植竹节桩桩端承载性能数值模拟研究[J].岩土力学,2015(s1):651-656. [16]周佳锦,龚晓南,王奎华,等.静钻根植竹节桩荷载传递机理模型试验[J].浙江大学学报(工学版),2015,49(3):531-537. [17]周佳锦,龚晓南,王奎华,等.静钻根植竹节桩抗拔承载性能试验研究[J].岩土工程学报,2015,37(3):570-576. [18]周佳锦,龚晓南,王奎华,等.静钻根植竹节桩在软土地基中的应用及其承载力计算[J].岩石力学与工程学报,2014,33(s2):4359-4366. [19]周佳锦,王奎华,龚晓南,等.静钻根植竹节桩承载力及荷载传递机制研究[J].岩土力学,2014,35(5):1367-1376. [20]周佳锦,龚晓南,王奎华,等.静钻根植竹节桩抗压承载性能[J].浙江大学学报(工学版),2014,48(5):835-842.