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陈建峰

承担纵横向课题30余项,其中主持国家自然科学基金4项;发表学术论文120余篇,其中SCI、EI、ISTP检索论文70余篇;教材2本;教学改革研究项目10余项;获专利和软件著作权10项。近五年主要论文:

  1. 陈建峰, 李良勇, 徐超, 冯守中. 套筒长度对加筋碎石桩复合地基路堤变形和稳定性的影响. 中南大学学报(自然科学版), 2019, 50(7): 1662-1669.

  2. Zhang, W., Chen, J.F.(*), Yu, Y(*). Influence of toe restraint conditions on performance of geosyntheticreinforced soil retaining walls using centrifuge model tests. Geotextiles and Geomembranes, https://doi.org/10.1016/j.geotexmem.2019.103469

  3. 陈建峰, 梅森, 冯守中. 双向土工格栅加筋碎石桩单轴压缩试验. 工程地质学报, 2019, 27(2): 311-316.

  4. Chen, J.F., Guo, X.P., Xue, J.F. and Guo, P.H. Load behaviour of model strip footings on reinforced transparent soils. Geosynthetics International, 2019, 26(3): 251-260.

  5. 陈建峰, 张旭, 柳军修. 软土地基刚/柔性组合墙面加筋土挡墙离散-连续耦合数值模拟. 同济大学学报(自然科学版), 2019, 47(2): 159-166.

  6. Xue, J.F., Liu, Z.Y., Chen, J.F. (*) Triaxial compressive behaviour of geotextile encased stone columns. Computers & Geotechnics, 2019, 108: 53-60.

  7. 陈建峰, 花嘉嘉, 冯守中. 不同填料土工织物散体桩桩体单轴压缩试验. 岩土工程学报, 2019, 41(1): 1-6.

  8. 陈建峰, 张琬. 不同墙趾约束条件下模块式加筋土挡墙离心模型试验. 岩土工程学报, 2018, 40(10): 1905-1911.

  9. 陈建峰, 曾岳, 冯守中, 李丽华. 土工织物散体桩桩体单轴压缩试验. 中国公路学报, 2018, 31(3): 181-187.

  10. 陈建峰, 田丹, 柳军修. 刚/柔性组合墙面加筋土挡墙内部破坏机制. 岩土力学, 2018, 39(7): 2353-2360.

  11. 陈建峰, 李良勇, 徐超, 冯守中. 路堤荷载下土工织物散体桩复合地基离心模型试验. 岩土工程学报, 2018, 40(5): 932-938.

  12. Chen, J.F., Wang, X.T., Xue, J.F., Zeng, Y., Feng, Sh.Z. Uniaxial compression behavior of geotextile encased stone columns. Geotextiles and Geomembranes, 2018, 46(3): 277-283.

  13. 张琬, 许强, 陈建峰(*), 薛剑峰. 加筋土边坡筋材拉力分布与分区. 交通运输工程学报, 2017, 17(6): 28-35.

  14. 魏平, 魏静, 杨松林, 陈建峰, 张栋. 高速铁路低路基桩网结构土工格栅动力特性. 交通运输工程学报, 2017, 17(6): 19-27.

  15. 陈建峰, 王兴涛, 曾岳, 叶观宝, 冯守中, 李丽华. 土工织物散体桩桩体大三轴试验研究. 岩土工程学报, 2017, 39(12): 2212-2118.

  16. Zhang, Z., Xu, Q., Chen, J.F.(*), Xue, J.F., Guo, P.H. Geotechnical properties of a transparent glass sand saturated with a blend of mineral oils. Arabian Journal of Geosciences, 2017, 10(24): 534.

  17. Chen, J.F., Zhang, W., Xue, J.F. Zoning of reinforcement forces in geosynthetic reinforced cohesionless soil slopes. Geosynthetics International, 2017, 24(6): 565-574.

  18. 陈建峰, 张琬. 采用K-刚度法设计的模块式加筋土挡墙数值模拟. 岩土工程学报, 2017, 39(6): 1004-1011.

  19. 陈建峰, 许强, 郭鹏辉, 蒋松. 基于透明土技术的加筋地基模型试验. 同济大学学报(自然科学版), 2017, 45(3): 330-335.

  20. 王兴涛, 陈建峰(*), 叶观宝, 阳栋, 薛剑峰. 波音747型飞机跑道滑行力学响应. 交通运输工程学报, 2016, 16(2): 1-9.

  21. 陈建峰, 柳军修, 石振明. 软弱地基刚/柔性组合墙面加筋土挡墙数值模拟. 岩石力学与工程学报, 2016, 35(2): 422-432.

  22. Chen, J.F., Tolooiyan, A., Xue, J.F., Shi, Z.M. Performance of a geogrid reinforced soil wall on PVD drained multilayer soft soils. Geotextiles and Geomembranes, 2016, 44(3): 219-229.

  23. Chen, J.F., Li, L.Y., Xue, J.F., Feng, S.Z. Failure mechanism of geosynthetic-encased stone columns in soft soils under embankment. Geotextiles and Geomembranes, 2015, 43(5): 424-431.

  24. 柳军修, 陈建峰(*). 刚/柔性组合墙面加筋土挡墙受力机制分析. 西南交通大学学报, 2015, 50(6): 984-992.

  25. 陈建峰, 王波, 魏静, 冯守中. 加筋碎石桩复合地基路堤模型试验研究. 中国公路学报, 2015, 28(9): 1-8.

  26. Xue, J.F., Chen, J.F. (*). Reinforcement strength reduction in FEM for mechanically stabilized earth structures. J. Cent. South Univ., 2015, 22(7): 2691-2698.

  27. Chen, J.F., Kang, C.Y., Shi, Z.M. Displacement monitoring of parallel closely spaced highway shield tunnels in marine clay. Marine Georesources and Geotechnology, 2015, 33(1): 45-50.

  28. 陈建峰, 柳军修, 薛剑峰. 刚/柔性组合墙面加筋土挡墙工作性状离心模型试验. 同济大学学报(自然科学版), 2014, 42(12): 1805-1811.

  29. 陈建峰. 基于墙趾真实约束条件的模块式加筋土挡墙数值模拟[J]. 岩土工程学报, 2014, 36(9): 1640-1647.

  30. Xue, J.F., Chen, J.F. (*), Liu, J.X., Shi, Z.M. Instability of a geogrid reinforced soil wall on thick soft Shanghai clay with prefabricated vertical drains: a case study. Geotextiles and Geomembranes, 2014, 42(4): 302-311.

  31. Chen, J.F., Liu, J.X., Xue, J.F., Shi, Z.M. Stability analyses of a reinforced soil wall on soft soils using strength reduction method. Engineering Geology, 2014, 177, 83-92.

  32. Chen, J.F., Liu, J.X., Xue, J.F., Shi, Z.M. Failure analyses of a reinforced embankment by strength reduction and limit equilibrium methods considering hardening of soft clay. KSCE, Journal of Civil Engineering, 2014, 18(7): 2043-2050.