[56] 郭霄,谢康和,卢萌盟,邓岳保,黄廷. 直排式真空预压法下竖井地基的非线性固结解析解. 中南大学学报(自然科学版), 2018, 49(2): 384-392. 【EI】
[55] Mengmeng Lu*, Dongxu Li, Hongwen Jing, Yuebao Deng. Analytical solution for consolidation of band-shaped drain based on an equivalent annular unit cell. International Journal of Geomechanics (ASCE). Accepted. 【SCI, EI】
[54] 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】
[53] 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, EI】
[52] 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, EI】
[51] 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, EI】
[50] 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, EI】
[49] 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, EI】
[48] 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, EI】
[47] Mengmeng Lu*, Kanghe Xie, Shanyong Wang. 1-D consolidation of a single soil layer with a depth-dependent stress by multi-stage loading. Chinese Journal of Geotechnical Engineering/岩土工程学报, 2015, 37(2): 330-336. (in English) 【EI】
[46] 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, EI】
[45] 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, EI】
[44] 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, EI】
[43] 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】
[42] 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, EI】
[41] 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, EI】
[40] 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, EI】
[39] 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, EI】
[38] 郭彪,龚晓南,卢萌盟,张发春,房锐. 真空联合堆载预压下竖井地基固结解析解. 岩土工程学报,2013, 35(06): 1045-1054. 【EI】
[37] 李传勋,谢康和,卢萌盟,苗永红,谢桂华. 变荷载下基于指数渗流双层地基一维固结分析. 岩土力学,2012, 33(05): 1565-1571. 【EI】
[36] 郭彪,韩颖,龚晓南,卢萌盟. 随时间任意变化荷载下砂井地基固结分析. 中南大学学报(自然科学版),2012,43(06): 2369-2377. 【EI】
[35] 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, EI】
[34] 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, EI】
[33] 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】
[32] 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】
[31] 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】
[30] 童磊,谢康和,卢萌盟,王坤. 半无限含水层中带衬砌隧洞渗流解析研究. 岩土力学,2011, 32(01): 304-308+320. 【EI】
[29] 李传勋,谢康和,卢萌盟,王坤. 基于非牛顿指数描述的非达西渗流一维固结分析. 岩土力学,2011, 32(01): 281-287. 【EI】
[28] 李传勋,谢康和,卢萌盟,王坤. 变荷载下基于指数形式渗流的一维固结分析. 岩土力学,2011,32(02): 553-558+578. 【EI】
[27] Xiaojun Tian, Xiaonan Gong, Mengmeng Lu, Ning Wang. Consolidation analysis of composite ground with weak drainage columns in consideration of disturbance. Applied Mechanics and Materials, 2011, 71-78: 186-192. 【ISTP】
[26] 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, EI】
[25] 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, EI】
[24] 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】
[23] 蔡新,谢康和,徐妍,卢萌盟. 初始孔压非均布条件下涂抹区渗透系数变化的砂井地基固结解. 岩土工程学报,2010,32(01): 104-108. 【EI】
[22] 李瑛,龚晓南,卢萌盟,郭彪. 堆载–电渗联合作用下的耦合固结理论. 岩土工程学报,2010, 32(01): 77-81. 【EI】
[21] 郭彪,龚晓南,卢萌盟,李瑛. 土体水平渗透系数变化的多层砂井地基固结性状分析. 工业建筑,2010, 40(04): 88-95.
[20] 张智卿,王奎华,李强,卢萌盟. 非饱和土中端承桩纵向振动问题简化解. 工程力学,2010, 27(05): 159-165+204. 【EI】
[19] 王玉林,谢康和,卢萌盟,王坤. 受承压水作用的基坑底板临界厚度的确定方法. 岩土力学,2010, 31(05): 1539-1544. 【EI】
[18] 童磊,谢康和,卢萌盟,王坤. 盾构任意衬砌变形边界条件下复变函数弹性解. 浙江大学学报(工学版),2010, 44(09): 1825-1830. 【EI】
[17] 王玉林,谢康和,王坤,杜建华,卢萌盟. 循环抽水越流承压含水层水位变化与变形分析. 地下空间与工程学报,2010, 06(05): 975-979+1020.
[16] 郭彪,韩颖,龚晓南,卢萌盟. 考虑横竖向渗流的砂井地基非线性固结分析. 深圳大学学报(理工版),2010, 27(04): 459-463. 【EI】
[15] 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, EI】
[14] 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, EI】
[13] 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】
[12] 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】
[11] 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.
[10] 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.
[9] 童磊,谢康和,程永锋,卢萌盟,王坤. 考虑椭圆化地层变形影响的浅埋隧道弹性解. 岩土力学,2009, 30(02): 393-398. 【EI】
[8] 李传勋,谢康和,卢萌盟,余坤. 刚性基础下碎石桩复合地基临塑荷载的确定. 工业建筑,2009, 39(10): 62-66.
[7] 郭彪,龚晓南,卢萌盟,李瑛. 考虑涂抹作用的未打穿砂井地基固结理论分析. 岩石力学与工程学报,2009, 28(12): 2561-2568. 【EI】
[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】