陈福全 - 福州大学 - 土木工程学院

个人简介

陈福全，男，工学博士，教授，博士生导师。2000年毕业于浙江大学土木工程专业，获博士学位。主要从事岩土与地下工程的教学与科研工作。主要集中于海上风电塔超大直径桩基础和被动桩的性状及计算方法、隧洞和基坑开挖与既有地下结构物及环境相互影响，加筋土复合地基承载机理及设计方法、高频振动下土体的响应性状、高频振动沉桩与深厚无粘性土高频振动致密地基处理等方面的研究。 2003年为百千万人才工程省级人选，2018年入选福建省特殊支持 “双百计划”百千万工程领军人才。曾主持或参与过“八五”与“九五”国家科技攻关课题、中国博士后基金，福建省青年科技人才创新项目、福建省自然科学基金、教育部博士点基金等纵向项目10余项；近年来，主持承担国家自然科学基金面上项目4项，参与国家自然科学基金面上项目和青年项目各1项，主持教育部博士点专项科研基金（博导类）项目1项。获省部级科技进步奖2项。负责或参与完成过10余项高边坡稳定与加固、地下结构、软基处理与基坑支护的设计、分析监测和工程咨询等项目。已发表学术论文140余篇，其中近年来发表或录用SCI收录论文近40篇和EI收录论文50余篇。已招收研究生近60名，其中博士研究生7名。承担本科生《土力学》、《基础工程》和硕士博士研究生《高等土力学》、《计算土力学》、《桩基工程》、《海洋岩土工程》及《土的工程性质》等课程教学。一、教育背景与工作经历 2006.07～至今福州大学土木工程学院，副教授/教授/博士生导师 2001.04～2003.05 同济大学土木工程博士后流动站全职博士后 2000.05～2006.06 福建工程学院土木工程系，讲师/副教授 1997.02～2000.05 浙江大学建工学院土木工程专业博士生 1994.09～1997.02 华侨大学土木工程系结构工程专业硕士生。 1990.09～1994.06 武汉水利电力大学水利学院水力水电动力工程本科生二、科研工作背景主要科研基金项目： 1.国家自然科学基金面上项目，受土洞坍塌影响的加筋路基渐进失稳演变特性与机理(No. 41572253)，2016.01- 2019.12，项目主持人。 2.国家自然科学基金面上项目，大直径灌注桩套筒高频振动沉拔特性及其土力学问题(No. 41272299), 2013.01- 2016.12，项目主持人。 3.国家自然科学基金面上项目，砂性土地基深层竖向高频振动致密机理研究(No. 40972200), 2010.01- 2012.12，项目主持人。 4.国家自然科学基金面上项目，高频液压振动锤打桩可打入性的研究(No. 50778045)， 2008.01- 2010.12，项目主持人。 5.教育部高等学校博士点专项科研基金（博导类）项目, 受岩溶塌陷灾变影响的加筋路堤稳定与渐进破坏机理(No. 20133514110004), 2014.01- 2016.12，项目主持人。 6.福建省委组织部/福建省人社厅，第三批福建省高层次人才项目 (No. 00387050)，2018.07- 2021.06，项目主持人。 7.国家自然科学基金面上项目，岩溶区超大直径变截面桩的破坏模式与荷载传递机制(No. 41572253), 2017.01- 2020.12，排序2。 8.国家自然科学基金青年项目，考虑固有压缩特性的天然沉积软黏土塑性变形理论与模型(No. 41572253),2012.01- 2014.12，排序2。三、研究生招生每年招收岩土工程专业博士生1名，岩土工程专业和港口、海岸及近海工程专业学术型硕士生2-3名，建筑与土木工程和水利工程专业型硕士生1-2名。提供良好的工作条件，对研究生学习和论文工作要求严格；研究生研究成果以学生第一作者发表为主。

研究领域

研究方向为海洋岩土工程、地基处理、地下结构与桩基工程、岩土工程数值分析与应用。

近期论文

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近3年主要学术论文（2018.01-）（#为所指导的学生） 1.Lin Luo-bin(#), Lv Yan-ping, Chen Fu-quan(通讯作者), Li Da-yong. Complex variable solutions on twin tunnelling at great depth in viscoelastic geomaterial considering the three-dimensional effects of tunnel faces[J]. Applied Mathematical Modelling,Elsevier, 2020, (录用待刊，SCI源刊) 2.Chen Fu-quan(通讯作者), Lin Yu-jian(#), Yang Jun-tao(#),Huang Ming. Passive Earth Pressure of Narrow Cohesionless Backfill against Inclined Rigid Retaining Walls under Translation Mode[J]. Soils and Foundations, Elsevier, 2020. (录用待刊，SCI源刊) 3.Lai Feng-wen(#), Chen Shi-xuan(#),Xue Jian-feng, Chen Fu-quan(通讯作者). New analytical solutions for shallow cohesive soils overlying trench voids under various slip surfaces[J] . Transportation Geotechnics, Elsevier, 2020. https://doi.org/10.1016/j.trgeo.2020.100411. (SCI) 4.Chen Fu-quan(通讯作者), Lin Yu-jian(#), Chen Shi-xuan(#). Analytical solutions for geosynthetic-reinforced cohesive subgrade spanning trench voids[J]. Geotextiles and Geomembranes, Elsevier, 2020, (录用待刊，SCI源刊) 5.Zhou Yi-tao(#), Chen Fu-quan(通讯作者). Deformation of geosynthetic-reinforced soil beam subjected to localized sinkholes By Winkler model[J]. Soil Mechanics and Foundation Engineering, Springer, 2020, (录用待刊，SCI源刊) 6.Zhang Bing-qiang, Chen Fu-quan(通讯作者), Wang Qi-yun, Lin Luo-bin(#). Analytical model of buried beams on a tensionless foundation subjected to differential settlement[J]. Applied Mathematical Modelling, Elsevier, 2020, 87：269-286. https://doi.org/10.1016/j.apm.2020.06.004. (SCI) 7.陈福全, 刘斯航(#), 张智超, 李大勇.滚石防护加筋土挡墙研究综述[J].工程地质学报,2020,28(03):574-583. https://doi.org/10.13544/j.cnki.jeg.2018-286 . 8.Liu P.(#)., Xiong C. X., Chen Fu-quan(通讯作者). Three-Part Wedge Method for the Stability Calculation of Embankment Supported on Rigid Pile Foundation[J]. KSCE Journal of Civil Engineering, Springer, 2020, 24(3): 794-806. https://doi.org/10.1007/s12205-020-1513-0. (SCI) 9.Lin Yu-jian(#), Chen Fu-quan(通讯作者), Yang Jun-tao, Li Dayong. Active Earth Pressure of Narrow Cohesionless Backfill on Inclined Rigid Retaining Walls Rotating about the Bottom[J]. International Journal of Geomechanics, ASCE, 2020, 20(7): 04020102. https://doi.org/10.1061/(asce)gm.1943-5622.0001727. (SCI) 10.Lin Y. J. (#),Chen Fu-quan(通讯作者), Yang J. T(#). Inclined Slice Method to Earth Pressure of Narrow Cohesionless Backfill against Rigid Walls under Various Displacement Modes[J]. KSCE Journal of Civil Engineering, Springer, 2020, 24(4): 1083-1094. https://doi.org/10.1007/s12205-020-0406-6. (SCI) 11.Lin L. B. (#),Chen Fu-quan(通讯作者), Lu Y. P., Li D. Y. Complex variable solutions for tunnel excavation at great depth in visco-elastic geomaterial considering the three-dimensional effects of tunnel advance[J]. Applied Mathematical Modelling, Elsevier, 2020, 82：700-730. https://doi.org/10.1016/j.apm.2020.01.070. (SCI) 12.Lin L. B. (#),Chen Fu-quan(通讯作者), Li D. Y. Modified complex variable method for displacement induced by surcharge loads and shallow tunnel excavation[J]. Journal of Engineering Mathematics, Springer, 2020, https://doi.org/10.1007/s10665-020-10047-6. (SCI) 13.Li D. Y., Ma S. L., Zhang Y. K., Chen Fu-quan(通讯作者). Experimental studies on differences of penetration between modified suction caisson and regular suction caisson in clay[J]. Ships and Offshore Structures, Taylor & Francis, 2020, https://doi.org/10.1080/17445302.2019.1710061. (SCI) 14.Chen Fu-Quan, Zhao Neng-Kai(#), Feng Song, Liu Hong-Wei, et al. Effects of biochar content on gas diffusion coefficient of soil with different compactness and air contents[J]. Environmental science and pollution, Springer, 2020, 27(17): 21497-21505. https://doi.org/10.1007/s11356-020-08594-7. (SCI) 15.Chen Fu-quan, Miao G. J. (#), Lai F. W(#). Base Instability Triggered by Hydraulic Uplift of Pit-in-Pit Braced Excavations in Soft Clay Overlying a Confined Aquifer[J]. KSCE Journal of Civil Engineering, Springer, 2020, 24(6): 1717-1730. https://doi.org/10.1007/s12205-020-1102-2. (SCI) 16.Chen Fu-quan, Lin Y. J. (#), Dong Y. Z. (#), Li D. Y. Numerical investigations of soil plugging effect inside large-diameter, open-ended wind turbine monopiles driven by vibratory hammers[J]. Marine Georesources & Geotechnology, Taylor & Francis, 2020, 38(1): 83-96. https://doi.org/10.1080/1064119x.2018.1553081. (SCI) 17.Zhou Y. T. (#),Chen Fu-quan(通讯作者), Lin Y. J(#). Solution for Low Geosynthetic-Reinforced Embankments Subjected to Localized Sinkholes[J]. Soil Mechanics and Foundation Engineering, Springer, 2019, 56(1): 28-36. https://doi.org/10.1007/s11204-019-09565-y. (SCI) 18.Zhang B. Q., Chen Fu-quan(通讯作者), Wang Q. Y. Elastoplastic Solutions for Surrounding Rock Masses of Deep-Buried Circular Tunnels with Non-Darcian Flow[J]. International Journal of Geomechanics, ASCE, 2019, 19(7): https://doi.org/10.1061/(Asce)Gm.1943-5622.0001442. (SCI) 19.Lin L. B(#)., Chen F. Q. (通讯作者), Huang Z(#). An analytical solution for sectional estimation of stress and displacement fields around a shallow tunnel[J]. Applied Mathematical Modelling, Elsevier, 2019, 69:181-200. https://doi.org/10.1016/j.apm.2018.12.012. (SCI) 20.Li D. Y., Li S. S., Zhang Y. K., Chen Fu-quan(通讯作者). Earth Pressure Distribution and Sand Deformation Around Modified Suction Caissons (MSCs) Under Monotonic Lateral Loading[J]. China Ocean Engineering, Springer, 2019, 33(2): 198-206. https://doi.org/10.1007/s13344-019-0019-3. (SCI) 21.Chen Fu-quan, Yang J. T. (#), Lin Y. J(#). Active Earth Pressure of Narrow Granular Backfill against Rigid Retaining Wall Near Rock Face under Translation Mode[J]. International Journal of Geomechanics, ASCE, 2019, 19(12): 04019133. https://doi.org/10.1061/(Asce)Gm.1943-5622.0001525. (SCI) 22.Chen Fu-quan, Lin Y. J. (#), Li D. Y. Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode[J]. Soils and Foundations, Elsevier, 2019, 59(1): 151-161. https://doi.org/10.1016/j.sandf.2018.09.010. (SCI) 23.Chen Fu-quan(通讯作者), Lin L. B. (#), Wang J. J (#). Energy method as solution for deformation of geosynthetic-reinforced embankment on Pasternak foundation[J]. Applied Mathematical Modelling, Elsevier, 2019, 66: 424-439. https://doi.org/10.1016/j.apm.2018.09.025. (SCI) 24.Chen Fu-quan, Lin L. B. (#), Li D. Y. Analytic solutions for twin tunneling at great depth considering liner installation and mutual interaction between geomaterial and liners[J]. Applied Mathematical Modelling, Elsevier, 2019, 73:412-441. https://doi.org/10.1016/j.apm.2019.04.026. (SCI) 25.王凤(#), 勇杰(#),陈福全(通讯作者),汪达鹏(#).储油罐环形加筋防护墙变形特征及其影响因素[J].工程地质学报,2019,27(02):398-407. https://doi.org/ 10.13544/j.cnki.jeg.2017-495. 26.王建军(#), 陈福全(通讯作者), 李大勇.低填方加筋路基沉降的Kerr模型解[J].岩土力学,2019,40(01):250-259. https://doi.org/10.16285/j.rsm.2017.1180. (EI) 27.Zhou Y. T., Chen Q. S., Chen Fu-quan(通讯作者), Xue X. H., et al. Active earth pressure on translating rigid retaining structures considering soil arching effect[J]. European Journal of Environmental and Civil Engineering, Taylor & Francis, 2018, 22(8): 910-926. https://doi.org/10.1080/19648189.2016.1229225. (SCI) 28.Zhou Y. T. (#),Chen Fu-quan(通讯作者), Wang X. M. Seismic Active Earth Pressure for Inclined Rigid Retaining Walls Considering Rotation of the Principal Stresses with Pseudo-Dynamic Method[J]. International Journal of Geomechanics, ASCE, 2018, 18(7): 04018083. https://doi.org/10.1061/(Asce)Gm.1943-5622.0001198. (SCI) 29.Li D. Y., Ma S. L., Zhang Y. K., Chen Fu-quan(通讯作者). Lateral Bearing Capacity of Modified Suction Caissons Determined by Using the Limit Equilibrium Method[J]. China Ocean Engineering, Springer, 2018, 32(4): 461-466. https://doi.org/10.1007/s13344-018-0048-3. (SCI) 30.Lai F. W. (#),Chen Fu-quan(通讯作者), Li D. Y. Bearing Capacity Characteristics and Failure Modes of Low Geosynthetic-Reinforced Embankments Overlying Voids[J]. International Journal of Geomechanics, ASCE, 2018, 18(8): 04018085. https://doi.org/10.1061/(Asce)Gm.1943-5622.0001206. (SCI) 31.Dong Y. Z. (#),Chen Fu-quan(通讯作者), Chen Y. K. Investigation of the Extraction of the Casing for Large Diameter Cast-in-Place Piles by Vibratory Hammers in Clays[J]. Indian Geotechnical Journal, Springer, 2018, 48(3): 430-441. https://doi.org/10.1007/s40098-017-0256-4. (EI) 32.许利惟,刘旭(#),陈福全(通讯作者).塌陷作用下埋地悬空管道的力学响应分析[J].工程力学,2018,35(12):212-219+228. https://doi.org/10.6052/j.issn.1000-4750.2017.11.0837 . (EI) 33.赖丰文(#), 李丽萍(#),陈福全(通讯作者).土工格栅筋土拉拔界面的弹性-指数软化模型与性状[J].工程地质学报,2018,26(04):852-860. https://doi.org/10.13544/j.cnki.jeg.2017-199 . (EI) 34.肖勇杰(#), 陈福全(通讯作者), 董译之(#).基于Gudehus-Bauer模型的砂土中灌注桩护壁套管高频振动贯入速率[J].岩土力学,2018,39(08):3011-3019. https://doi.org/10.16285/j.rsm.2016.2475 .(EI) 35.陈福全 , 赖丰文(#),李大勇.受空洞坍塌影响的加筋路基研究综述[J].岩土力学,2018,39(09):3362-3376. https://doi.org/10.16285/j.rsm.2016.3013 .(EI) 36.赖丰文(#), 陈福全(通讯作者),万梁龙(#).考虑不完全土拱效应的浅层地基竖向应力计算[J].岩土力学,2018, 39(07): 2546-2554. https://doi.org/10.16285/j.rsm.2016.2226. (EI) 37.陈福全(通讯作者), 万梁龙(#).岩溶塌陷影响下加筋路基加筋体设计方法[J].中南大学学报(自然科学版), 2018, 49(01):208-216.https://doi.org/10.11817/j.issn.1672-7207.2018.01.027 . (EI) 38.陈福全(通讯作者), 赖丰文(#).抗土洞塌陷的低填方加筋路基荷载传递机制及设计方法[J].岩土工程学报,2018, 40(07): 180-1189. https://doi.org/10.11779/CJGE201807003 .(EI)