陈福全

职称:教授

通讯地址:福建省福州市5848vip威尼斯电子游戏城乌龙江北大道2号5848vip威尼斯岩土工程研究所

邮政编码:350108

Email:phdchen@fzu.edu.cn

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。研究方向为海洋岩土工程、隧道与地下工程地基处理、桩基工程及岩土工程数值分析与应用。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、隧道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。曾主持或参与过教育部博士点基金、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、等纵向项目10余项;主持承担国家自然科学基金面上项目5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3项。已发表学术论文180余篇,其中近年来发表或录用SCI收录论文和EI收录论文各60余篇。已招收研究生近70名,其中博士研究生8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。

联系方式

微信:phdchen

招生方向

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;研究生研究成果以学生第一作者发表为主。

教育背景

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

工作经历

2006.07~至今 5848vip威尼斯,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

代表性科研项目

国家自然科学基金面上项目,地基局部沉陷诱发埋地市政管道灾变与稳定机制 (No. 42177121),2022.01- 2025.12,项目主持人。

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。

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。

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。

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。

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. 50778045), 2014.01- 2016.12,项目主持人。

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。

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。

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。

代表性论文

Chen Fu-quan, Liu L.Y.(#), Lai F.W.(#),Kenneth Gavin,Kevin N. Flynn, Li Y.D.(#). Numerical analyses of energy balance and installation mechanisms of large-diameter tapered monopiles by impact driving[J]. Ocean Engineering,Elsevier,2022,266(4):113017.https://doi.org/10.1016/j.oceaneng.2022.113017.(SCI)

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)

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, 2021, 16(2): 112-119. https://doi.org/10.1080/17445302.2019.1710061. (SCI)

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)

Li D. Y., Ma S. L., Zhang Y. K., Chen Fu-quan(通讯作者). Lateral baring 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)

Jiang G. P,Fang S.Q.(#),  Chen Fu-quan (通讯作者), Chen H. B.(#). Dual-beam mathematical model for mechanical response of buried pipeline and pavement structures subjected to ground subsidence [J], Journal of Pipeline Systems Engineering and Practice, ASCE, 2023,14(4): https://doi.org/10.1061/JPSEA2.PSENG-1462 .(SCI)

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. (EI)

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. ( EI)

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. (EI)

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. (EI)

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.(EI)

Chen  Fu-quan(通讯作者),Fang S.Q.(#), Lin L.B.(#). Mechanica analyses of underground pipelines subjected to ground subsidence considering soil arching effect[J], Journal of Pipeline Systems Engineering and Practice, ASCE, 2023:14(2):04022076. https://doi.org/10.1061/Jpsea2.Pseng-1405. (SCI)

Chen Fu-quan, Chen H. B.(#), Wu Y,X,  Zhang D,B., Lin Y,J,(#). Numerical and analytical study on active earth pressure against inverted T-type retaining walls rotating about the base[J]. Acta Geotechnica, Springer, 2023,18(4):2195-2216.  https://doi.org/10.1007/s11440-022-01723-1.(SCI)

Chen Fu-quan, Kang W. Z(#), Yang Z.W.(#), Li X.(#).Seismic pseudo-static active earth pressure of narrow c-φ soils on gravity walls under translational mode[J], Soil Dynamics and Earthquake Engineering, Elsevier, 2022,161(10):107437. https://doi.org/10.1016/j.soildyn.2022.107437(SCI)

Chen Fu-quan, Luo S. C(#)., Lai F. W(#). New analytical solutions for cohesive-frictional soils above deep active trapdoors[J], International Journal of Geomechanics, ASCE, 2022,22(10):04022235. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002592.(SCI)

Chen Fu-quan, Chen H.B.(#), Li X(#), Lin L.B.(#), Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted T-type retaining wall under translational mode[J], Soil Dynamics and Earthquake Engineering, Elsevier, 2022,152: 107018. https://doi.org/10.1016/j.soildyn.2021.107018.  (SCI)

Chen H.B(#), Chen Fu-quan (通讯作者), Lin Y. J.(#), Slip-line solution to earth pressure of narrow backfill against retaining walls on yielding foundations[J].International Journal of Geomechanics, ASCE 2022, 22(5): 04022051. https://doi.org/10.1061/(Asce)Gm.1943-5622.0002356.(SCI)

Zhang Y. B(#), Chen Fu-quan (通讯作者), Lin Y. J. (#). Active earth pressure of narrow backfill against inverted T-type retaining walls rotating about the heel[J]. KSCE Journal of Civil Engineering, Springer,  2022, 26(4): 1723-1739.  https://doi.org/10.1007/s12205-022-1294-8 .(SCI)

Lin Y.J.(#), Chen Fu-quan (通讯作者), Lv Y.P. Analytical solutions for the earth pressure of narrow cohesive backfill with retaining walls rotating about the top[J]. Acta Geotechnica,Springer, 2021, 16(9): 2975-2995.  https://doi.org/10.1007/s11440-021-01187-9. (SCI)

Li X(#), Chen H. B.(#) ,Chen Fu-quan (通讯作者),Lin Y. J.(#).An experimental study of the active failure mechanism of narrow backfills installed behind rigid retaining walls conducted using Geo-PIV[J]. Acta Geotechnica, Springer, 2022(17):4051–4068. https://doi.org/10.1007/s11440-021-01438-9.(SCI)

Zhang B. Q., Huang W., Chen Fu-quan (通讯作者), Wang Q. Y. Analytical study on the transverse internal forces of shield tunnel segments due to adjacent excavations in soft clays[J]. KSCE Journal of Civil Engineering, Springer, 2021, 25(12):4842–4855.  https://doi.org/10.1007/s12205-021-1794-y. (SCI)

Lin L. B. (#), Lu Y. P., Chen Fu-quan(通讯作者), Li D. Y. Complex variable solutions for twin tunnelling at great depth in viscoelastic geomaterial considering the three-dimensional effects of tunnel faces[J]. Applied Mathematical Modelling, Elsevier, 2021, 89:919-951. https://doi.org/10.1016/j.apm.2020.07.040. (SCI)

Chen Fu-quan(通讯作者), Lin Y. J.(#), Yang J. T.(#),Huang M. Passive earth pressure of narrow cohesionless backfill against inclined rigid retaining walls under translation mode[J]. Soils and Foundations, Elsevier, 2021, 61(1): 95-112. https://doi.org/10.1016/j.sandf.2020.11.002. (SCI)

Lai F.W.(#), Chen S.X.(#),Xue J.F., 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, 2020,25:100411.  https://doi.org/10.1016/j.trgeo.2020.100411. (SCI)

Lin L. B. (#), Lv Y. P., Chen Fu-quan, Li D. Y. Analytic study of stress and displacement for shallow twin tunnels subjected to surcharge loads[J]. Applied Mathematical Modelling, Elsevier, 2021, 93:485-508. https://doi.org/10.1016/j.apm.2020.12.012. (SCI)

Lin L. B. (#), Chen Fu-quan(通讯作者), Lu Y. P., Li D. Y. Complex variable solutions for shallow twin tunnelling in visco-elastic geomaterial considering buoyancy effect and equivalent three-dimensional effects of tunnel faces[J]. Applied Mathematical Modelling, Elsevier, 2021, 91:149-185. https://doi.org/10.1016/j.apm.2020.09.038. (SCI)

Chen Fu-quan(通讯作者),Lin Y. J.(#), Yang J.T.(#),et.al. Passive Earth Pressure of Narrow Cohesionless Backfill against Rigid Retaining Walls Rotating about the Base[J]. International Journal of Geomechanics, ASCE, 2021, 21(1):06020036.  https://doi.org/10.1061/(Asce)Gm.1943-5622.0001889. (SCI)

Chen Fu-quan(通讯作者), Zhang Y. B. (#), Lin Y. J(#)., Huang M. Active Earth Pressure against Inverted T-Type Retaining Walls under Translation Mode[J]. International Journal of Geomechanics, ASCE, 2021, 21(6):04021077. https://doi.org/10.1061/(Asce)Gm.1943-5622.0002013. (SCI)

Chen Fu-quan(通讯作者), Lin Y. J.(#), Chen S. X.(#). Analytical solutions for geosynthetic-reinforced cohesive subgrade spanning trench voids[J]. Geotextiles and Geomembranes, Elsevier, 2020, 48(6): 854-866. https://doi.org/10.1016/j.geotexmem.2020.06.004. (SCI)

Zhang B. Q. (#), 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.  shttps://doi.org/10.1016/j.apm.2020.06.004. (SCI)

Zhang B. Q. (#), 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.  shttps://doi.org/10.1016/j.apm.2020.06.004. (SCI)

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.

Lin Y.J.(#), 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)

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)

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, 2020,123(1):1-18.  https://doi.org/10.1007/s10665-020-10047-6. (SCI)

Chen Fu-Quan, Zhao N. K.(#), Feng S., Liu H. W., 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)

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)

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)

Lin L. B(#).,Chen Fu-quan(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.  http://doi.org/10.1016/j.apm.2018.12.012. (SCI)

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)

Chen Fu-quan(通讯作者), 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)

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)

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)

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. (EI)

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)

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)