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卢萌盟

发布时间:2019-03-16 浏览次数:

基本信息

姓名:卢萌盟

学位:博士,浙江大学,2009.06

职称:教授(博导)

职务:土力学与基础工程研究所所长

研究领域:固结理论,地基处理,土力学,岩土加固

招收研究生专业:岩土工程

E-maillumm79@126.com; lumm@cumt.edu.cn

个人简况

卢萌盟,197911月生,陕西乾县人,教授,博士()。江苏高校“青蓝工程”中青年学术带头人,徐州市十大青年科技奖获得者,江苏省地下空间学会优秀科技工作者,校青年学术带头人,校优秀青年骨干教师,中国土木工程学会地基处理分会学术委员会委员。主要从事软粘土力学与地基处理方面的科研和教学工作。20096月在浙江大学获岩土工程专业博士学位,师从谢康和教授。2013.11-2014.11受国家留学基金委全额资助在澳大利亚纽卡斯尔大学访问交流一年。在科研方面,作为负责人主持国家自然科学基金2项、中国博士后科学基金特别资助、中国博士后科学基金、中央高校基本科研业务费等基金项目多项。在Canadian Geotechnical JournalSoils and Foundations,《岩土工程学报》和《岩石力学与工程学报》等国内外主流学术期刊上发表论文60多篇,SCI检索30篇,EIISTP检索29 (不含SCI, EI双检索);其中,第一和通讯作者发表论文33篇,SCI检索16篇(JCR二区及以上13篇),EI检索13篇。以第一著者在科学出版社出版学术专著1部;以第一发明人授权发明专利1项;研究成果获2018年国家科技进步一等奖,2017年浙江省科技进步一等奖,2017年中国岩石力学与工程学会科技进步特等奖。在教学方面,主持并结题校级教学改革项目3项,主讲研究生和本科生《高等土力学》、《土力学》全英文课程、《基础工程》、《地基处理》中文课程。

工作和学习经历

2017.01~至今, 中国矿业大学,教授

2013.112014.11The University of Newcastle, Australia,访问学者

2012.012016.12,中国矿业大学,副教授

2009.102013.12,中国矿业大学,博士后

2009.062011.12,中国矿业大学,讲师

2005.072006.09,总参工程兵科研三所,试验员

2006.092009.06,浙江大学,土木工程专业,博士

2002.092005.07,河南理工大学,工程力学专业,硕士

1998.092002.07,河南理工大学,矿井建设专业,学士

主持科研项目

[4] 多元复合地基多桩型相互作用机理与固结理论研究,国家自然科学基金面上项目 (No. 51878657) 2019.012022.1271万,负责人;

[3] 二维变形条件下复合地基固结理论研究,国家自然科学基金青年基金项目 (No.51009135) 2011.012013.1220万,负责人;

[2] 不排水桩复合地基非线性固结理论研究,中国博士后科学基金特别资助 (No.2012T50525)2012.092013.1215万,负责人;

[1] 粘结材料桩复合地基固结理论研究,中国博士后科学基金 (No.20100481183)2011.012013.123万,负责人;

学术专著

[1] 卢萌盟,谢康和 . 复合地基固结理论. 北京:科学出版社, 2016. (23.2万字)

发明专利

[2] 卢萌盟,王坤,靖洪文,李传勋,郭彪,邓岳保. 一种高置换率散体材料桩复合地基固结度计算方法. 专利号:ZL201510381515.5.【授权】

[1] 王立平,蒋斌松,张翼,王凯,周钢,吕华剑,何海波,张强,卢萌盟,王迎超. 一种截齿侵入煤岩破裂机理试验万向平台及使用方法. 专利号:ZL201410755624.4. 【授权】

学术论文(第一和通讯作者, *代表通讯作者

[33] Mengmeng Lu*, Qiang Zhang, Hongwen Jing, Yixian Wang, Chuanxun Li. Analytical solutions for consolidation of composite ground improved by composite columns with circular and non-circular cross sections. European Journal of Environmental and Civil Engineering. DOI:10.1080/19648189.2020.1767698.SCI

[32] Peichao Li, Linzhong Li, Mengmeng Lu*. Semi-analytical solution to one-dimensional consolidation of viscoelastic saturated soils subject to an inner point sink. Engineering Computations. (DOI: 10.1108/EC-05-2019-0196)SCI

[31] Mengmeng Lu*, Dongxu Li, Hongwen Jing, Yuebao Deng. Analytical solution for consolidation of band-shaped drain based on an equivalent annular drain. International Journal of Geomechanics (ASCE), 2019, 19(6): 04019043. SCI

[30] 卢萌盟*,张强,靖洪文,王博. 基于环形等效的排水板地基固结. 岩石力学与工程学报,2018, 37(2): 513-520. EI

[29] Mengmeng Lu*, Hongwen Jing, Annan Zhou, Kanghe Xie. Analytical models for consolidation of combined composite ground improved by impervious columns and vertical drains. International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42(6): 871-888. SCI

[28] Mengmeng Lu*, Hongwen Jing, Bo Wang, Xie Kanghe. Consolidation of composite ground improved by granular columns with medium and high replacement ratio. Soils and Foundations, 2017, 57(6): 1088-1095.SCI

[27] Mengmeng Lu*, Hongwen Jing, Yang Zhou, Kanghe Xie. General analytical model for consolidation of stone column-reinforced ground and combined composite ground. International Journal of Geomechanics (ASCE), 2017, 17(6): 04016131.SCI

[26] Mengmeng Lu*, Scott W Sloan, Buddhima Indraratna, Hongwen Jing, Kanghe Xie. A new analytical model for consolidation with multiple vertical drains. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(11): 1623-1640.SCI

[25] Mengmeng Lu*, Kanghe Xie, Shanyong Wang. 1-D consolidation of a single soil layer with a depth-dependent stress by multi-stage loading.岩土工程学报,2015, 37(2): 330-336. (英文稿) EI

[24] Mengmeng Lu*, Shanyong Wang, Scott W Sloan, Daichao Sheng, Kanghe Xie. Nonlinear consolidation of vertical drains with coupled radial-vertical flow considering well resistance. Geotextiles and Geomembranes, 2015, 43(2): 182-189.SCI

[23] Mengmeng Lu*, Shanyong Wang, Scott W Sloan, Buddhima Indraratna, Kanghe Xie. Nonlinear radial consolidation of vertical drains under a general time-variable loading. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 39(1): 51-62.SCI

[22] 秦康,卢萌盟*,蒋斌松. 砂井联合水泥土搅拌桩复合地基固结解析解.岩土力学,2014, 35(s2): 223-231.EI

[21] Mengmeng Lu*, Kanghe Xie, Shanyong Wang, Chuanxun Li. Analytical solution for the consolidation of a composite foundation reinforced by impervious column with an arbitrary stress increment. International Journal of Geomechanics (ASCE), 2013, 13(1): 33-40. SCI

[20] Mengmeng Lu*, Kanghe Xie, Shanyong Wang. Consolidation of vertical drain with depth-varying stress induced by multi-stage loading. Computers and Geotechnics, 2011, 38(8): 1096-1101.SCI

[19] Mengmeng Lu*, Kanghe Xie, Chuanxun Li, Kun Wang. Consolidation solution for composite foundation considering a time- and depth-dependent stress increment along with three distribution patterns of soil permeability. Journal of Zhejiang University-Science A (Applied Physics & Engineering), 2011, 12(4): 268-277. SCI

[18] 卢萌盟*,谢康和,周国庆,李瑛. 基于二维弹性变形的碎石桩复合地基固结分析. 岩石力学与工程学报,2011, 30(s1): 3260-3268.EI

[17] 卢萌盟*,谢康和,周国庆,郭彪. 不排水桩复合地基固结解析解. 岩土工程学报,2011, 33(4): 574-579.EI

[16] 卢萌盟*,谢康和,李传勋,童磊. 考虑桩土侧向变形的复合地基固结解. 岩土工程学报 2011, 33(2): 181-187.EI

[15] Mengmeng Lu*, Kanghe Xie, Biao Guo. Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone. Canadian Geotechnical Journal, 2010, 47(2): 207-217. SCI

[14] Mengmeng Lu*, Kanghe Xie, Anfeng Hu, Guohong Chen. Reply to Comments on ‘‘A general theoretical solution for the consolidation of a composite foundation” [Computers and Geotechnics 36 (2009) 24–30]. Computers and Geotechnics, 2010, 37(4): 582-583. SCI

[13] 卢萌盟*,谢康和,王玉林,蔡新. 碎石桩复合地基非线性固结解析解. 岩土力学,2010, 31(6): 1833-1840.EI

[12] Kanghe Xie, Mengmeng Lu*, Ganbin Liu. Equal strain consolidation for stone columns reinforced foundation. International Journal for Numerical and Analytical Methods in Geomechanics, 2009, 33(15): 1721-1735. SCI

[11] Kanghe Xie, Mengmeng Lu*, Anfeng Hu, Guohong Chen. A general theoretical solution for the consolidation of a composite foundation. Computers and Geotechnics, 2009, 36(1-2): 24-30. SCI

[10] 卢萌盟*,谢康和,刘干斌,童磊. 考虑桩体固结和土体渗透性抛物线分布固结解. 岩土工程学报,2009, 31(7): 1069-1074.EI

[9] 卢萌盟*,谢康和,王坤,齐添. 考虑桩体内径向渗流的复合地基固结解. 固体力学学报,2009, 30(2): 155-161.EI

[8] 卢萌盟*. 复杂条件下复合地基固结解析理论研究. 岩石力学与工程学报,2009, 28(10): 2159.

[7] 卢萌盟*,谢康和,张智卿,李瑛. 逐级加荷下考虑施工扰动的复合地基固结解. 工业建筑,2009, 39(07): 56-60+73.

[6] 卢萌盟,谢康和*,张玉国,胡安峰. 考虑土体水平渗透系数变化的复合地基固结解. 浙江大学学报-工学版,2008, 42(11): 1996-2001.EI

[5] 卢萌盟*,谢康和,张玉国,陈国红. 考虑施工扰动和荷载效应的复合地基固结解. 岩土工程学报,2008, 30(4): 549-554.EI

[4] 卢萌盟*,余永强,谢康和等. 自由式单锚加固机理及模型参数对加固效应影响的数值研究. 工业建筑,2007, 37(增刊): 1227-1230.

[3] 卢萌盟*. 对“全长粘结式预应力锚索加固基坑仿真试验研究”讨论的答复. 岩土工程学报,2006, 28(6): 808.

[2] 卢萌盟*,卫明山,沈俊,曾宪桃. 全长粘结式预应力锚索加固基坑仿真试验研究. 岩土工程学报,2006, 28(1): 92-96.EI

[1] 卢萌盟*,沈俊,曾宪桃. 预应力锚索加固基坑的三维数值分析. 岩土工程学报,2005, 27(10): 1198-1202.EI

部分合著论文

[14] Chuanxun Li, Mengmeng Lu, Haotian Ma. Solutions for one-dimensional rheological consolidation of a clay layer with threshold hydraulic gradient under a multi-stage loading. International Journal of Geomechanics (ASCE). AcceptedSCI

[13] Ming Min, Bin-Song Jiang, Meng-Meng Lu, Jing-Kui Long, QiangZhang*. An improved strain-softening model for Beishan granite considering the degradation of elastic modulus. Arabian Journal of Geosciences, 2020, 13: 244. SCI

[12] Qing-bin Meng, Wei Qian, Jiang-feng, Ming-wei Zhang, Meng-meng Lu, Yu Wu. Analysis of triaxial compression deformation and strength characteristics of limestone after high temperature. Arabian Journal of Geosciences, 2020, 13 (4):153. SCI

[11] Hefu Pu, Peng Yang, Mengmeng Lu, Yang Zhou, Jiannan (Nick) Chen. Piecewise-linear large-strain model for radial consolidation with non-Darcian flow and general constitutive relationships. Computers and Geotechnics, 2020, 118:103327.SCI

[10] Qing-Bin Meng, Cong-Kai Wang, Jiang-Feng Liu, Ming-Wei Zhang, Meng-Meng Lu, Yu Wu. Physical and micro-structural characteristics of limestone after high temperature exposure. Bulletin of Engineering Geology and the Environment, 2019, 79(3): 1259-1274. SCI

[9] Xiao-Fei Wang, Bin-Song Jiang, Qiang Zhang*, Meng-Meng Lu, Miao Chen. Analytical solution of circular tunnel in elastic-viscoplastic rock mass. Latin American Journal of Solids and Structures, 2019, 16(6), e210. SCI

[8] Qiang Zhang, Hong-Ying Wang, Yu-Jing Jiang, Meng-Meng Lu, Bin-Song Jiang*. A numerical large strain solution for circular tunnels excavated in strain-softening rock masses. Computers and Geotechnic, 2019, 114: 103142. SCI

[7] Qiang Zhang, Chun-Hui Peng, Ri-Cheng Liu, Bin-Song Jiang*, Meng-Meng Lu. Analytical solutions for the mechanical behaviors of a hard roof subjected to any form of front abutment pressures. Tunnelling and Underground Space Technology, 2019, 85: 128–139. SCI

[6] Yang Zhou, Guoqing Zhou, Mengmeng Lu, Xiangyou Shi. Analytical solution for the consolidation process of a stone column reinforced foundation under partially drained boundaries. International Journal of Geomechanics (ASCE), 2018, 18(1): 06017023. SCI

[5] Chuanxun Li, Changjian Wang, Mengmeng Lu, Jianfei Lu, Kanghe Xie. One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil. Journal of Central South University, 2017, 24 (4): 967–976. SCI

[4] Yuebao Deng, Ganbin Liu, Mengmeng Lu, Kanghe Xie. Consolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity. Computers and Geotechnics, 2014, 62: 310–316. SCI

[3] Yuebao Deng, Kanghe Xie, Mengmeng Lu. Consolidation by vertical drains when the discharge capacity varies with depth and time. Computers and Geotechnics, 2013, 48: 1-8. SCI

[2] Yuebao Deng, Kanghe Xie, Mengmeng Lu, Haibin Tao, Ganbin Liu. Consolidation by prefabricated vertical drains considering the time dependent well resistance. Geotextiles and Geomembranes, 2013, 36: 20-26. SCI

[1] Yang Zhou, Wankui Bu, Mengmeng Lu. One-dimensional consolidation with a threshold gradient: a Stefan problem with rate-dependent latent heat. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(16): 2825–2832. SCI

教学论文

[3] 卢萌盟,刘志强,王博. 《土力学》教学中学生科研能力探索-以讲授土层应力历史为例. 高等建筑教育,2017, 26(1): 89-92.

[2] 卢萌盟,刘志强, 王博. 对《土力学》课程双语教学的思考. 高等建筑教育,2016, 25(5): 79-82.

[1] 王博,刘志强,卢萌盟. 基于MOOC的《地基与基础工程》课程教学改革探讨. 中国地质教育,2016年第2期,p: 64-66.

荣誉称号/人才计划

[11] 2019年力学与土木工程学院院长特别奖励金二等奖(一等缺);

[10] 江苏省地下空间学会优秀科技工作者(2019);

[9] 江苏高校“青蓝工程”中青年学术带头人(2019);

[8] 2018年力学与土木工程学院院长特别奖励金一等奖;

[7] 第七届“徐州市十大青年科技奖”(2018);

[6] 中国矿业大学第八批校级青年学术带头人(2014);

[5] 国家留学基金委公派访问学者(全额资助)(2012);

[4] 2010-2012年度中国矿业大学力学与建筑工程学院院级优秀共产党员;

[3] 中国矿业大学第八批优秀青年骨干教师 (2011年入选,2013年期满考核优秀)

[2] 浙江大学优秀毕业研究生(2009);

[1] 河南省第二届优秀硕士学位论文(2007)。

科研获奖

[3] 卢萌盟(9/15. 复合地基理论、关键技术及工程应用.  2018年国家科学技术进步一等奖. 2019.01【龚晓南、郑刚、谢永利、俞建霖、陈昌富、宋二祥、刘吉福、崔为孝、卢萌盟、邓亚光、刁钰、张玲、张宏光、徐日庆、吴慧明】;

[2] 卢萌盟(5/13. 道路工程中复合地基关键技术及其应用. 2017年浙江省科技进步一等奖,2018.04. 【龚晓南,俞建霖,张玲,吴德兴,卢萌盟,刘世明,陈昌富,毛斌,常雷,徐日庆,赵明华,姜正晖,俞红光】;

[1] 卢萌盟(9/20. 复合地基理论、关键技术及工程应用. 第八届中国岩石力学与工程学会科技进步特等奖, 2017.10.  【龚晓南、郑刚、谢永利、俞建霖、陈昌富、宋二祥、刘吉福、崔为孝、卢萌盟、邓亚光、刁钰、张玲、张宏光、徐日庆、赵明华、冷景岩、周海祚、武思宇、吴慧明、徐自国】;

学术组织任职情况

[1] 中国土木工程学会地基处理分会学术委员会委员;土力学及岩土工程分会青年工作委员会通讯委员;国际土力学及岩土工程学会会员;中国土木工程学会会员;中国岩石力学与工程学会会员。

[2] 国家自然科学基金函审专家;中国博士后科学基金评审专家;教育部学位论文评审专家;江西省科技专家库专家;河北省科技专家库专家

[3] Geotechnique, Canadian Geotechnical Journal, Soils and Foundations,《岩土工程学报》,《岩石力学与工程学报》等20余种国内外学术期刊审稿人。

联系方式

单位:中国矿业大学 力学与土木工程学院

地址:江苏省徐州市大学路1号,221116

ResearchGate: https://www.researchgate.net/profile/Meng-Meng_Lu

ORCID: http://orcid.org/0000-0002-1052-388x

 

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