中南大学 Chunyan Zhao

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Chunyan Zhao

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Journal Publications

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[1]ZHAO Chun-yan*（赵春彦）.Attenuation-type and failure-type curve models on accumulated pore water pressure in saturated normal consolidated clay[J].Journal of Central South University, 2012, 17 (7) : 2047-2053.
[2]Guo Yong Zheng, Wu Ming Leng, Chun Yan Zhao(赵春彦).Calculation and analysis for the time-dependency of settlement of the single-driven pile in double-layered soft clay[J].Applied Clay Science, 2013, 79 (7) : 8-12.
[3]Chun Yan Zhao*(赵春彦), Peng Li, Guo Yong Zheng.Analysis of non-linear consolidation of soft clay by differential quadrature method[J].Applied Clay Science, 2013, 79 (7) : 2-7.
[4]Xiong Zhang, Chunyan Zhao（赵春彦）, Rusong Nie, Wuming Leng, Yipeng Guo.Laboratory evaluation of a new device for water drainage in roadside slope along railway systems[J].Geotextiles and Geomembranes, 2018, 46 (6) : 897-903.
[5]Fengqi Guo, Chunyan Zhao(赵春彦), Rusong Nie, Wuming Leng, Fang Xu, Qi Yang.Deformation of compressible layers below pile foundations of a high-speed railway[J].International Journal of Civil Engineering, 2018, 16 (8) : 1-15.
[6]Liu Wei-zheng, Zhao Chun-yan（赵春彦）, Wei Li-min, Nie Ru-song, Zhang Sheng, Leng Wu-ming, Yang Qi.Long-term settlement prediction of high-speed railway bridge pile foundation[J].Journal of Central South University, 2014, 21 (6) : 2415-2424.
[7]Qi Yang, Chunyan Zhao (赵春彦), RusongNie, Si Chang, WumingLeng.Permanent Deformation Behavior of Undisturbed Saturated Silty Clay in Dongting Lake Area[J].Electronic Journal of Geotechnical Engineering, 2014, 19 (Z3) : 10465-10475.
[8]ZHENG Guoyong, ZHAO Chunyan*（赵春彦）.Attenuation-type and failure-type curves of cyclic accumulated deformation models in saturated normal consolidated clay[J].Applied Mechanics and Materials, 2012, 105-107: 1539-1546.
[9]Yang Qi, Zhou Wenquan, Zhao Chunyan（赵春彦）, Liu Wenjie, Leng Wuming.Dynamic characteristics of compacted coarse-grained soil filling in heavy haul railway subgrade[J].Electronic Journal of Geotechnical Engineering, 2014, 17 (Z1) : 9653-9664.
[10]Qiao Liang, Numerical Simulation of Bridge (赵春彦), Chunyan Zhao, Wenjie Liu, Wuming Leng, Wenquan Zhou.Numerical Simulation of Bridge Pile Foundation Closely Under-passing the Existing Subway Tunnel[J].Electronic Journal of Geotechnical Engineering, 2015, 20 (6) : 1461-1471.
[11]袁建议, 周顺华, 赵春彦*.地铁荷载作用下叠交隧道长期沉降的半解析法[J].铁道学报, 2010, 32 (4) : 141-145.
[12]杨龙才, 周顺华, 赵春彦*.上海地区软土的循环累积孔压模型[J].铁道学报, 2012, 34 (1) : 77-82.
[13]杨龙才, 郑国勇, 赵春彦*.软土中桩基工后长期沉降的预测模型[J].中南大学学报（自然科学版）, 2011, 42 (2) : 470-475.
[14]袁建议, 周顺华, 赵春彦*.基于一维和三维固结挤土桩沉降时效计算和分析[J].岩土力学, 2009, 30 (9) : 2629-2632.
[15]周顺华, 赵春彦*.软土的循环累积变形模型[J].中南大学学报（自然科学版）, 2011, 42 (12) : 3844-3850.
[16]张松岩, 吴兴序, 赵春彦*.昔格达岩层中灌注桩成孔方式的比较[J].铁道勘察, 2005, 1 (3) : 57-58.
[17]宋天田, 吴兴序, 赵春彦*.昔格达岩层中灌注桩极限承载力的合理预测[J].铁道勘察, 2006, 1 (1) : 40-42.
[18]庄卫林, 吴兴序, 赵春彦*.昔格达岩层中灌注桩承载力计算方法探讨[J].华东交通大学学报, 2006, 23 (5) : 27-30.
[19]庄卫林, 吴兴序, 赵春彦.昔格达岩层中灌注桩承载力试验分析和计算[J].地下空间与工程学报, 2007, 3 (5) : 972-977.
[20]陈建军, 施振东, 赵春彦.南水北调穿黄工程始发井地下连续墙施工技术[J].地下空间与工程学报, 2007, 3 (4) : 726-731.

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