研究成果
纵向研究项目:
[1] 多向复杂循环荷载下软基中海洋风电大直径单桩的长期变形机制及计算方法研究(2021-2024),国家自然科学基金面上项目,项目负责人
[2] 交通荷载下桩网复合地基长期变形机制与计算方法研究(2019-2022),国家自然科学基金面上项目,项目负责人
[3] 基于循环弱化机制的软基中基桩竖向承载力提升关键技术研究(2022-2024),浙江省公益技术应用研究项目,项目负责人
[4] 循环荷载下刚柔性桩桩承加筋土复合地基的承载变形机理研究(已结题),浙江省自然科学基金,项目负责人
[5] 深基坑工程施工安全危险源分析及监控管理对策研究(已结题),住房与城乡建设部科技开发项目,项目负责人
[6] 软黏土大变形非线性固结特性研究(已结题),教育部科学技术研究重点项目,项目负责人
[7] 生态边坡植被对边坡稳定性的影响及其控制技术研究(已结题),中国博士后科学基金项目,项目负责人
论文及著作:
[1] Kaifu Liu, Zhiqing Zhang, Ernian Pan. Dynamic response of a transversely isotropic and multilayered poroelastic medium subjected to a moving load[J]. Soil Dynamics and Earthquake Engineering, 2022, 155: 107154.
[2] Kaifu Liu, Yonghao Cai, Yi Hu, Dazhi Wu and Zhenying Zhang. Model research on the deformation behavior of geogrid supported by rigid-flexible piles under cyclic loading. Lecture Notes in Civil Engineering, Vol. 166, Erol Tutumluer et al. (Eds): Advances in Transportation Geotechnics IV, 978-3-030-77237-6, 504182_1_En, (Chapter 76)
[3] 李天宝, 许家培,刘开富. 循环荷载下刚性桩对加筋垫层复合地基承载性状影响研究[J]. 工业建筑, 2021, 51(11): 137-142
[4] 杨以国,刘开富,谢新宇. 循环荷载下长短桩桩网复合地基的变形特性试验研究[J]. 浙江大学学报(工学版),2021, 55(6):1027-1035(EI收录)
[5] Kaifu Liu, Zhiqing Zhang. Dynamic response of an inhomogeneous elastic pile in a multilayered saturated soil to transient torsional load [J]. Mathematical Problems in Engineering, 2021, Article ID 5528237 (SCI、EI收录)
[6] Liu K., Yang Y., Wang L., Xu J., and Xie X. Experimental investigation of geosynthetic-reinforced and pile-supported composite foundation under cyclic loading[J]. Advance in Civil Engineering, 2020, Article ID 8886131. (SCI收录)
[7] 刘开富,许家培,周青松,谢新宇,胡意. 土工格栅-土体界面特性大型直剪试验研究[J]. 岩土工程学报, 2019, 41(S1): 185-188.(EI收录)
[8] Liu Kaifu, Cao Linglong, Hu Yi, Xu Jiapei. Model Test on the Deformation Behavior of Geogrid Supported by Rigid-Flexible Piles Under Static Load. In: Li L., Cetin B., Yang X. (eds) Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics. GSIC 2018. Springer, Singapore. pp. 338-346 (Best Poster Award)
[9] 刘开富, 许家培,曹玲珑. 刚柔性桩加筋垫层复合地基承载性状数值分析. 浙江理工大学学报(自然科学版), 2018,39(3): 372-377
[10] 黄大维,冯青松,刘开富,张鹏飞,唐柏赞,涂文博. 基于弯矩最小化的地铁盾构隧道横断面优化设计分析. 铁道学报, 2018, 40(9): 159-166. (EI收录)
[11] Liu Kaifu, Xie Xinyu, Luo Zhe, Hu Qinghong, Huang Chunxia. Full-scale field load testing of long drilled shafts with enlarged base constructed in marine sediment. Marine Georesources & Geotechnology, 2017, 35(3): 346-356 (SCI、EI收录)
[12] Chunxia Huang, Zhilong Sui, Lei Wang andKaifu Liu. Mitigation of Soil Liquefaction Using Stone Columns: An Experimental Investigation. Marine Georesources & Geotechnology, 2016, 34(3): 244-251 (SCI、EI收录)
[13] LIU Kaifu, HU Yi, ZHU Yijun, ZOU Zhiyan, MAO Jinping. Effect of flexible pile on rigid flexible pile composite foundation with geogrid reinforced cushion. Advanced Materials Research, 2015, 1065-1069: 119-122.
[14] 刘开富,方鹏飞,刘雪梅,胡意,谢新宇. 软土地区桩端后注浆灌注桩竖向承载性能试验研究. 岩土工程学报, 2013, 35(S2): 1054-1057(EI收录)
[15] 黄杰卿,谢新宇,王文军,刘开富. 考虑起始比降的饱和土体一维复杂非线性固结研究. 岩土工程学报, 2013, 35(2): 355-363.(EI收录)
[16] Ma Boning, Xie Xinyu, Liu Kaifu. Rheological catastrophic model for soft clays. Journal of Central South University, 2012, (19): 2316−2322(SCI、EI收录)
[17] 谢新宇,王龙,刘开富. 层状地基一维固结电阻网法解答. 工程力学, 2012, 29(6): 98-104 ( EI收录)
[18] 谢新宇, 马伯宁, 刘开富. 软粘土流变微结构突变模型与试验研究. 工程力学, 2012, 29(8): 202-207.
[19] 谢新宇,李金柱,王文军,刘开富,朱向荣. 宁波软土流变试验及经验模型. 浙江大学学报(工学版),2012,46(1): 64-71 (EI收录)
[20] 谢新宇,吴勇华,姜玮东,吴健,刘开富. 跨越地铁隧道超高层建筑桩筏基础数值模拟及优化设计. 中南大学学报(自然科学版),2011, 42(10): 3182-3188 ( EI收录)
[21] 谢新宇,王龙,刘开富. 饱和土一维固结的电阻网络模拟. 岩土力学,2011, 32(11): 3455-3460 ( EI收录)
[22] 谢新宇,李金柱,刘开富. 考虑流变效应的软黏土地基大应变固结研究. 中南大学学报(自然科学版),2011, 42(11): 3472-3477 ( EI收录)
[23] 刘开富,谢新宇,吴长富,吴大志,张继发. 弹塑性土质边坡的ALE方法有限元分析. 岩土力学,2011, 32(S1): 680-685 (EI 收录)
[24] 吴勇华,谢新宇,叶军,吴健,刘开富. 跨越地铁高层建筑桩筏基础数值模拟研究. 岩土工程学报,2011, 33(3): 441-447 (EI 收录)
[25] Liu Kaifu, Yang Xiangru, Xie Xinyu, Wu Changfu, Liu Yonghai. Laboratory triaxial test study on soil reinforced with roots of Manilagrass. Advanced Materials Research , 2011, Vols. 250-253: 1366-1370 (EI 收录)
[26] Huang Yanyan, Liu Kaifu, Zhu Yijun, Xie Xinyu, Yang Xiangru. Numerical simulation on laboratory triaxial test of composite soil with roots. Advanced Materials Research , 2011, Vols. 287-290: 777-780 (EI 收录)
[27] Kaifu Liu, Xinyu Xie, Haitao Liu. Performance of rigid-flexible-pile foundation with cushion. Geotechnical Engineering, ICE, 2010, 163(4):221-227 (SCI、EI收录)
[28] Kaifu Liu, Xinyu Xie, Shangwei Shi, Xiangrong Zhu. Numerical analysis on the performance of a cushioned foundation with a mixture of both rigid and flexible piles. Advances in Ground Improvement: Research to Practice in the United States and China, ASCE, 2009, GSP188: 102-111 (EI 收录)
[29] 刘开富,谢新宇,张继发,朱向荣. 软土地基上路堤填筑的破坏性状分析. 岩土力学, 2009, 30(7): 2075-2080 (EI收录)
[30] Kaifu Liu, Jifa Zhang, Yao Zheng. Parallel Computing of a Reproducing Kernel Particle Method with Closed Form Shape Functions. the ICCES Special Symposium on Meshless & Other Novel Computational Methods, Suzhou, China, Oct. 13-17, 2008
[31] 刘开富,谢新宇,张继发,朱向荣. 土质边坡的弹塑性应变局部化分析. 岩土工程学报,2008, 30(Sup): 291-294
[32] 吴健, 王屹峰, 刘开富, 谢新宇, 朱向荣. 大面积堆载下地下构筑物性状研究. 岩土工程学报, 2008, 30(9): 1343-1348(EI收录)
[33] 韩冬冬, 贾敏才, 刘开富, 谢新宇. 条形基础极限承载力数值分析. 岩土力学, 2007, 28(10): 2209-2214(EI收录)
[34] 刘开富, 陈阶亮, 谢新宇, 朱向荣. 基坑放坡开挖破坏性状大变形有限元分析. 岩土工程学报,2006,28(增):1406-1410
[35] Kai-Fu Liu, Xin-Yu Xie, Ji-Fa Zhang, and Xiang-Rong Zhu. Copression/ tension load capacity of stone column anchors. Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 2006, 159 (3): 161–165 (SCI、EI收录)
[36] Xie Xinyu, Liu Kaifu, Zhu Xiangrong. Properties of composite foundation of deep mixing cement piles and geotextile-reinforced cushion at Wenzhou Grain Depot. GEOSYNTHETICS, 2006, VOLS 1-4: 1015-1018(ISTP收录)
[37] 刘开富, 谢新宇, 张继发, 朱向荣. 基于强度折减的土质边坡破坏及稳定分析. 岩土力学, 2006, 27(Sup2):337-342
[38] 谢新宇, 刘开富, 张清华, 施尚伟, 应宏伟. 温州粮库水泥搅拌桩联合加筋垫层复合地基性状分析. 岩土工程学报, 2005, 27(12) : 1468-1471
[39] 刘开富, 谢新宇, 张继发, 朱向荣, 郑麟. 沉管干振挤密抗拔防浮碎石桩抗拔试验研究. 岩石力学与工程学报, 2005, 24(3): 507-512(EI收录)
[40] 叶军,刘开富,谢新宇,朱向荣. 碎石桩复合地基桩土应力比影响因素分析. 地基处理, 2005, 16(3): 23-28
[41] 刘开富, 谢新宇, 张继发, 郑麟, 朱向荣. 沉管挤密抗拔防浮碎石桩的抗拔承载力计算分析. 岩土力学, 2004, 25(12): 1937-1941(EI收录)
[42] X-Y. Xie, K-F. Liu, X-R. Zhu. Field monitoring for silence piling construction in deep soft soil foundation. Advances in Geotechnical Engineering: The Skempton Conference - Proceedings of a Three Day Conference on Advances in Geotechnical Engineering, organised by the Institution of Civil Engineers, 2004: 764-774 (EI收录)
[43] 孙举, 刘开富, 谢新宇, 朱向荣. 沉管干振挤密碎石桩的承载力分析. 岩石力学与工程学报,2004,23(Supp.1):4568-4572 (EI收录)
[44] 刘开富,谢新宇,朱向荣. 沉管干振挤密抗拔防腐碎石桩在污水厂软土地基处理中的应用. 中国市政工程, 2004(2): 23-26, 66-67
[45] 曹秀娟,刘开富,谢新宇,刘一林. 深厚软土地基沉桩挤土效应防治及现场监测. 工业建筑, 2004, 34(6): 55-58
[46] 谢新宇, 刘开富, 张继发, 曾国熙. 一维大应变固结理论的对称性及Lie群变换求解. 科技通报, 2003, 19(5): 351-354
[47] 谢新宇,刘开富,张继发(著). 边坡及基础工程数值分析新进展. 北京:科学出版社, 2010
[48] 谢新宇,周建,胡敏云,应宏伟等(译). 岩土工程有限元分析:应用(David Potts和Lidija Zdravkovic著). 北京:科学出版社, 2010 (参译其中2章)