地质资源与地质工程硕士生导师

地质资源与地质工程硕士生导师

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陈盼(校外)

姓名

陈盼

性别

职称

副研究员

籍贯

湖北

民族

手机

13477058996

地址和

邮编

湖北省武汉市武昌区小洪山2号

E-mail

pchen@whrsm.ac.cn

所在单位

中国科学院武汉岩土力学研究所

研究方向

海洋岩土工程、非饱和土力学、边坡稳定性、原位测试

个人

简历

工作经历

2016/12-至今中国科学院武汉岩土力学研究所,副研究员

2016/03-2018/02 美国科罗拉多矿业大学访问学者

2011/07-2016/12中国科学院武汉岩土力学研究所,助理研究员

教育经历

2006/09–2011/07中国科学院武汉岩土力学研究所,岩土工程,博士

2002/09 – 2006/07武汉科技大学,城市建设学院,土木工程,学士

主要

学术

兼职

中国土木工程学会土力学及岩土工程分会非饱和土与特殊土专业委员会委员(2017-)

国际土力学与岩土工程协会会员

国际工程力学协会(EMI)会员

中国土木工程学会土力学及岩土工程分会青年工作委员会通讯委员(2019-)

Water Resources Research, Journal of Geotechnical and Geoenvironmental Engineering ASCE, Geotechnical Testing Journal, Applied Mathematical Modelling, Environmental Geotechnics, Journal of Rock Mechanics and Geotechnical Engineering,Permafrost and Periglacial Processe,Chinese Journal of Chemical Engineering,岩土工程学报,岩土力学,岩石力学与工程学报等杂志审稿人

承担主要项目

科研项目与获奖

[1]国家自然科学基金重点项目:名称:中国南海典型深海土的介质重构、组构表征与工程力学特性;批准号: 51939011,执行期: 2020.01-2024.12,经费300万元,第一参与

[2]国家自然科学基金面上项目:项目名称:成层土边坡中的优势流机理及其对边坡稳定性的影响;批准号: 41877269,执行期: 2019.01-2022.12,经费62万元,主持

[3]中国科学院青年创新促进会会员,执行期: 2020.01-2023.12,经费80万元,主持

[4]国家重点研发计划项目(2019YFC1509800)子课题“膨胀土滑坡和工程边坡实时监测方法和早期预警技术”,批准号:2019YFC1509802, 执行期: 2020.01-2023.12,经费281万元,参与

[5]国家自然科学基金面上项目:项目名称:非饱和成层土边坡中漏斗型优势流的发生机理及其稳定性问题;批准号:11302243,执行期: 2014.01-2016.12. 经费26万元,主持

[6]国家自然科学基金青年基金项目,含天然气水合物土试样人工制备过程中的水份迁移效应研究,批准号: 41602312,执行期: 2017.01-2019.12, 20万,参加

[7]国家自然科学基金面上项目,土体冻胀过程中的物理化学效应,批准号: 41572293,执行期: 2016.01-2019.12. 79.2万,参加

[8]国家自然科学基金青年科学基金项目,土体中水合物相变过程的核磁共振实验研究与相平衡模型的建立,批准号: 41502301,执行期: 2016.01-2018.12, 经费21万,参加

[9]国家自然科学基金青年科学基金项目,孔隙溶液对非饱和粘性土工程力学特性影响的物理化学机制,批准号: 11502276,执行期: 2016.01-2018.12, 24万,参加

[10]国家自然科学基金青年项目,非饱和成层土边坡中漏斗型优势流的发生机理及其稳定性问题,批准号: 11302243,执行期: 2014.01-2016.12, 26万,主持

[11]国家自然科学基金面上项目,零有效应力状态下饱和砂土流动特性及液化大变形的试验研究,批准号: 51379067, 2014.01-2017.12, 80万,参加

[12]国家自然科学基金重点项目,含天然气水合物土的关键试验技术与工程力学特性研究,批准号: 51239010,执行期: 2013.01-2017.12, 290万,参与

[13]国家自然科学基金面上项目,前期降雨历史对非饱和土边坡稳定性的影响,批准号: 11072255,执行期: 2011.01-2013.12, 46万,参与

[14]国家自然科学基金面上项目,任意含水量变化路径下非饱和土中渗流与变形的耦合作用,批准号: 10872211,执行期: 2009.01-2011.12. 39万,参与

[15]浙江省科学技术进步奖三等奖, “爆炸法处理深厚淤泥质软基的关键技术研究.”完成人:李永和,韦昌富,江礼茂,等,证书编号:2014-J-3-119-R04.

主要

成果

发表论文:

第一作者论文

[1]盼,向锐,魏小棋,韦昌富,王吉利(2020).考虑土水吸附效应的粘土收缩曲线方程,上海交通大学学报,54(8): 866-872. (EI)

[2]Pan Chen, Ning Lu, and Changfu Wei. (2019). “General scanning hysteresis model for soil-water retention curves”.Journal of Geotechnical and Geoenvironmental Engineering, ASCE,145(12), 04019116. (SCI).

[3]Pan Chen, and Ning Lu. (2019). “Closure to “Generalized Equation for Soil Shrinkage Curve”.Journal of Geotechnical and Geoenvironmental Engineering, ASCE,145(7), 07019012. (SCI).

[4]Pan Chen,Ning Lu, Giuseppe Formetta, Jonathan W. Godt, and Alexandra Wayllace. (2018). “Tropical storm-induced landslide potential using combined field monitoring and numerical modeling.”Journal of Geotechnical and Geoenvironmental Engineering, ASCE,144(11): 05018002, 1-12. (SCI)

[5]Pan Chen, and Ning Lu. (2018). “Generalized equation for soil shrinkage curve.”Journal of Geotechnical and Geoenvironmental Engineering, ASCE,144(8), 04018046, 1-10. (SCI).

[6]Pan Chen, Benjamin Mirus, Ning Lu, and Jonathan W. Godt. (2017). “Effect of hydraulic hysteresis on the stability of infinite slopes under steady infiltration.”Journal of Geotechnical and Geoenvironmental Engineering, ASCE,143(9), 04017041, 1-10. (SCI)

[7]Pan Chen, Jie Liu, Changfu Wei, Wenjiao, Xue, and Huihui, Tian.(2017). “Approach to rapidly determining the water retention curves for fine-grained soils in capillary regime based on the NMR technique.”Journalof Engineering Mechanics, ASCE,143(7), 04017032, 1-7. (SCI)

[8]PanChen,Changfu Wei, Panpan Yi, and Tiantian Ma. (2017). “Determination of hydraulic properties of unsaturated soils based on nonequilibrium multistep outflow experiments.”Journal of Geotechnical and Geoenvironmental Engineering, ASCE,143(1), 04016087, 1-10. (SCI)

[9]Pan Chen, and Changfu Wei. (2016). “Numerical procedure for simulating the two-phase flow in unsaturated soils with hydraulic hysteresis.”International Journal of Geomechanics, ASCE,16(1), 04015030, 1-13. (SCI)

[10]Pan Chen, Changfu Wei, and Tiantian Ma. (2015). “Analytical model of soil-water characteristics considering the effect of air entrapment.”International Journal of Geomechanics,ASCE,15(6), 04014102, 1-10.(SCI)

[11]Pan Chen, Changfu Wei, Jie Liu, and Tiantian Ma. (2013).“Strength theory model of unsaturated soils with suction stress concept.”Journal of Applied Mathematics, 2013, 756854, 1-11. (SCI)

[12]Pan Chen, Changfu Wei, Jie Liu, and Wenjiao Xue. (2016). “Evolution of soil water in silt soils based on NMR technique[C]”,Proceedings of the 6thAsia-Pacific conference on saturated soils, Guilin, China, Unsaturated soil mechanics-from theory to practice, 181-184. (ISTP)

[13],韦昌富,魏厚振,马田田. (2013).残留含气量影响的非饱和多孔介质流动过程[J],岩石力学与工程学报, 32(7), 1426-1433. (EI)

[14]Pan Chen, Changfu Wei, Jili Wang, Houzhen Wei, and Tiantian Ma. (2013). “Effect of air entrapment on unsaturated flow in porous media [C].”Constitutive Modeling of Geomaterials: Advances and New Applications, Springer, 399-407. (EI)

[15],韦昌富,王吉利,伊盼盼,曹华峰. (2012). 近饱和条件下非饱和多孔介质渗流过程的数值分析[J],岩土力学,33(1):295-300. (EI)

[16],韦昌富,李永和,王吉利,马田田,魏厚振. (2012).结构性黏土的压缩变形特性[J],岩土力学, 33(Supp.2): 29-36. (EI)

[17],李永和,王吉利,韦昌富,吴二林,颜荣涛.(2012).爆炸挤淤作用对海相软黏土压缩特性的影响[J],岩土力学, 33(Supp.1): 49-55. (EI)

[18],魏厚振,李幻,徐炎兵,韦昌富. (2010).多孔介质中两相流动过程的毛细滞回效应[J],岩石力学与工程学报, 29(10): 2148-2158. (EI)

[19],韦昌富,李幻,陈辉,魏厚振. (2010).复杂水力路径下非饱和流动的数值分析[J],岩土力学, 31(Supp.2): 383-389. (EI)

通讯作者论文

[20] Jie Liu,Pan Chen, and Wentao Li. (2018). “Assessing hydraulic Hysteresis Models to Characterize Unsaturated Flow Behavior under Drying and Wetting Conditions.”International Journal of Geomechanics, ASCE,18(7), 04018080, 1-8. (SCI) (IF=2.332)

[21]卢海锋,,韦昌富. (2017).脱湿条件下黏性土吸力强度演化规律极其微观机理,岩土力学, 38(S2), 145-150.

合作作者论文

[22] Tiantian Ma, Changfu Wei,Pan Chen., and Wentao, Li. (2018). “Chemo-mechanical coupling constitutive model for chalk considering chalk-fluid physicochemical interaction.” Géotechnique,doi: 10.1680/jgeot.17.17.P.115, 1-12. (SCI) (IF=2.982)

[23] Huihui Tian, Changfu Wei, Yuanming Lai, andPan Chen. (2017). “Quantification of water content during freeze–thaw cycles: a nuclear magnetic resonance based method.”Vadose Zone Journal,doi: 10.2136/vzj2016.12.0124, 1-12. (SCI) (IF=2.710)

[24] Tiantian Ma, Changfu Wei, Xiaolong Xia, andPan Chen. (2017). “Constitutive model of unsaturated soils considering the effect of intergranular physicochemical forces.”Journal of Engineering Mechanics, ASCE,142(11), 04016088, 1-14. (SCI) (IF=1.799)

[25] Tiantian Ma, Changfu Wei; Xiaolong Xia; Jiazuo Zhou; andPan Chen. (2017). Soil Freezing and Soil Water Retention Characteristics: Connection and Solute Effects. Journal of Performance of Constructed Facilities. 31(1), D4015001,1-8. (SCI) (IF=1.197)

[26]Wenjiao Xue,Pan Chen, Changfu Wei. (2016). “Strength behaviors of the unsaturated silty clay based on ring shear test [C].”Proceedings of the 6thAsia-Pacific conference on saturated soils, Guilin, China, Unsaturated soil mechanics-from theory to practice, 305-308. (ISTP)

[27]Tiantian Ma,Changfu Wei,Pan Chen,Houzhen Wei. (2014). “Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior.”Applied Mathematics and Mechanics, 35(9), 1129-1154. (SCI) (IF=0.636)

[28] Huihui Tian,Changfu Wei, Houzhen Wei, Rongtao Yan, andPan Chen. (2014). “An NMR-based analysis of soil-water characteristics.”Applied Magnetic Resonance,45, 49-61. (SCI) (IF=0.835)

[29]Tiantian Ma,Changfu Wei,Pan Chen,Huihui Tian, and De’an Sun. (2013). “A unified elastoplastic model of unsaturated soils considering capillary hysteresis.”Journal of Applied Mathematics, 2013, 537185, 1-15. (SCI)

[30]LiuJie, Hailin Yao,Pan Chen, Zheng Lu, and Xingwen Luo. (2013). “Theoretical analysis and experimental study of subgrade moisture variation and underground anti-drainage technique under groundwater fluctuations.”Journal of Applied Mathematics, 2013, 703251, 1-8. (SCI)

[31]马田田,韦昌富,夏晓龙,. (2017). NaCl溶液对土体冻结特征影响的试验研究[J].岩土力学, 38(7): 1919-1925.

[32]伊盼盼,牛圣宽,韦昌富,. (2016).基于动态多步流动法的非饱和土水力特性测试研究[J].岩土工程学报, 38(10): 1797-1801, 406.

[33]周家作,韦昌富,魏厚振,. (2016).线热源法测量冻土热参数的适用性分析,岩土工程学报,38(4): 681-687.

[34]魏厚振,周家作,韦昌富,. (2016).饱和粉土冻结过程中的水分迁移试验研究[J].岩土力学, 37(9): 2547-2552, 2560.

[35]王吉利,,刘金龙,韦昌富. (2016).软土固结系数刍议[J]. 冰川冻土, 38(4): 904-908.

[36]马田田,韦昌富,,夏晓龙. (2015). NaCl溶液对土体持水特性影响的试验研究[J].岩土力学, 36(10): 2831-2836.

[37]马田田,韦昌富,,李文涛.(2014).考虑残余含气量的非饱和土的水力耦合本构模型[J].岩土力学, 35(12): 3415-3420. (EI)

[38]田慧会,韦昌富,魏厚振,,程方权.(2014).压实黏质砂土脱湿过程影响机制的核磁共振分析[J].岩土力学, 35(8): 2129-2136. (EI)

[39]刘艳,韦昌富,房倩,. (2014).非饱和土水-力本构模型及其隐式积分算法[J].岩土力学, 35(2): 365-370, 406.

[40]张立,柴寿喜,,魏厚振,谢明鸣. (2013).回填土场地基坑开挖对周边环境影响的监测分析[J].新普京澳门娱乐场官网学报, 33(4): 677-683.

[41]马田田,韦昌富,,魏厚振,伊盼盼. (2012).非饱和土毛细滞回与变形耦合弹塑性本构模型[J].岩土力学, 33(11): 3263-3270.

[42]伊盼盼,韦昌富,,马田田. (2012). 测定非饱和土水力参数的一步流动方法研究[J].岩土力学, 33(4): 1025-1030.

[43]马田田,韦昌富,李幻,,魏厚振. (2011). 考虑毛细滞回效应的非饱和多孔介质渗流与变形耦合本构模型[J].岩土力学, 32(Supp.1): 198-204.

[44]李幻,韦昌富,陈辉,,伊盼盼. (2011). 孔隙介质毛细滞回简化模型研究[J].岩土力学, 32(9): 2635-2639.

[45]魏厚振,颜荣涛,,田慧会,吴二林,韦昌富. (2011).不同水合物含量含二氧化碳水合物砂三轴试验研究[J].岩土力学, 32(Supp.2): 198-203.

[46]魏厚振,韦昌富,颜荣涛,吴二林,. (2011).海底扩散体系含天然气水合物沉积物制样方法与装置[J].岩土力学, 32(10): 2972-2976.

[47]魏厚振,颜荣涛,韦昌富,吴二林,,田慧会. (2011).含天然气水合物沉积物相平衡问题研究综述[J].岩土力学, 32(8): 2287-2294, 2306.

[48]陈辉,韦昌富,,伊盼盼,颜荣涛. (2010).一种测定非饱和土-水力学参数的方法[J].岩土力学, 31(10): 3348-3353.

知识产权:

[1],韦昌富,李永和.一种三轴固结-剪切试验的体变连续监测装置(ZL201220251122.4),实用新型专利.

[2],结构性粘土力学与变形特性模拟软件(SCCM)V1.0 (2015SR099140),软件著作登记.

[3],非饱和土循环土水特性分析软件(UCSW)V1.0 (2015SR099455),软件著作登记.

[4],多孔介质完整水力路径模拟软件(PHPM)V1.0 (2015SR099572),软件著作登记.