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[1]冷伍明,张期树,徐方,聂如松,杨奇,艾希.新型预应力路基附加应力场扩散规律分析.[J]:岩土力学,2018
[2]冷伍明,粟雨,滕继东,聂如松,赵春彦..易发生翻浆冒泥的细粒土物理状态指标分析与评判.[J]:铁道学报,2018,40(1):116-122
[3]冷伍明,梅慧浩,聂如松,刘文劼,赵春彦,粟雨.重载铁路路基足尺模型试验研究.[J]:振动与冲击,2018,37(4):1-6
[4]Guo Yipeng, Leng Wuming, Nie Rusong, Zhao Chunyan, Zhang Xiong.Laboratory evaluation of a new device for water drainage in roadside slope along railway systems.[J]:Geotexitiles and Geomembranes,2018,46:897-903
[5]Rusong Nie, Wuming Leng, Qi Yang, Y.Frank Chen, Xu Fang.Comparison and evaluation of railway subgrade quality detection methods.[J]:Proceedings of the Institution of Mechanical Engin,2018,232:356-368
[6]Rusong Nie, Wuming Leng, Qi Yang, Y.Frank Chen.Effects of Pile Residual Loads on Skin Friction and Toe Resistance.[J]:Soil Mechanics and Foundation Engineering,2018,55:76-81
[7]聂如松,冷伍明,粟雨,郭一鹏.基床翻浆冒泥土物理力学性质.[J]:西南交通大学学报,2018,53(2):286-295
[8]郭一鹏,冷伍明,杨奇,赵春彦,昌思.毛细透排水管排水渗流模型及设置间距研究.[J]:中国铁道科学,2018,39(4):8-13
[9]Fang Xu, Jinchun Chai, Rusong Nie, Wuming Leng, Qi Yang, Yang Zhou.A simple method for calculating settlement-time curves of PVD-improved deposits.[J]:Soil Mechanics and Foundation Engineering,2018
[10]聂如松,冷伍明,张家生,余志武..轨道-路基动力试验系统的研制与应用.[J]:铁道学报,2016,38(08):96-101
[11]周文权, 冷伍明, 刘文劼.低围压循环荷载作用下饱和粗粒土的动力特性与骨干曲线模型研究.[J]:岩土力学,2016,37(2):415-423
[12]陈琛,冷伍明,杨奇,金子豪.混凝土桩-泥皮-砂土接触面力学特性试验研究.[J]:岩土力学,2018,39(7):1-12
[13]冷伍明, 周文权, 聂如松.重载铁路粗粒土填料动力特性及累积变形分析.[J]:岩土力学,2016,37(3):728-736
[14]冷伍明, 梅慧浩, 聂如松.重载铁路基床粗粒土填料的静力特性研究.[J]:铁道工程学报,2016,33(11):23-28
[15]Qi Yang,Fang Xu,Wuming Leng,Rusong Nie,Chunyan Zhao,Fengqi Guo.Deformation of Compressible Layers Below Pile Foundations of a High-Speed Railway.[J]:International Journal of Civil Engineering,2018
[16]聂如松, 冷伍明, 杨奇.铁路路基质量检测试验对比分析.[J]:铁道学报,2015,2015(1):91-96
[17]冷伍明, 聂如松, 杨奇.新型预应力路基结构与性能初探:铁道学报,2016,38(11):111-119
[18]Wuming Leng, Yuanjie Xiao, Rusong Nie, Wenquan Zhou, Wenjie Liu.Investigating Strength and Deformation Characteristics of Heavy-haul Railway Embankment Materials Using Large-scale Undrained Cyclic Triaxial Tests.[J]:International Journal of Geomechanics,2017,17(9)
[19]刘文劼, 冷伍明, 蔡德钩.重载铁路路基粗颗粒土循环振动试验与累积动应变研究.[J]:铁道学报,2015,2015(2):91-97
[20]Nie Rusong, Chen Y.fank, Leng wuming, Yang Qi.Experimental measurement of dynamic load parameters for pier pile caps of high-speed railway bridges.[J]:Proceedings of the Institution of Mechanical Engin,2016
[21]冷伍明,周文权,聂如松,赵春彦,刘文劼,杨奇.重载铁路粗粒土填料动力特性及累积变形分析.[J]:岩土力学,2017,37(03):728-736
[22]冷伍明, 刘文劼, 赵春彦.重载铁路路基压实粗颗粒土填料动力破坏规律试验研究.[J]:岩土力学,2015,36(3)
[23]Rusong Nie, Wuming Leng, Yu Su, Y.Frank Chen.Causes and mechanism of mud pumping in ballast track subgrade.[C]:The 4th International Conference on Railway Engine,2016
[24]冷伍明,郭一鹏,聂如松,赵春彦,崔玉桥,董城.一种新型排水结构及其排水性能初探.[J]:铁道学报,2017,39(07):151-158
[25]Nie Ru-song, Leng Wu-ming, Yang Qi.Comparison and assessment on rail Railway Subgrade Quality Detection Methods.[J]:Proceedings of the Institution of Mechanical Engi,2016
[26]岳健,冷伍明,薛保国,安永林.复杂地下环境中新建隧道侵入对桩基的力学影响.[J]:防灾减灾工程学报,2017,37(01):105-112
[27]金子豪,杨奇,陈琛,冷伍明,郭风琪,赵春彦.粗糙度对混凝土–砂土接触面力学特性的影响试验研究.[J]:岩石力学与工程学报,2018,37(03):754-765
[28]Lin Yuliang, Leng Wu-ming, Yang Guo-lin, Zhao Lian-heng, Li Liang, Yang Jun-sheng.Seismic active earth pressure of cohesive-frictional soil on retaining wall based on slice analysis method.[J]:Soil Dynamics and Earthquake Engineering,2015,2015(70):133-147
[29]Ru song Nie, wuming-leng, Qi Yang, Y.fank Chen.An improved instrumentation method for PHC piles accepted for publication.[J]:Proceedings of ICE - Geotechnical Engineering,2016
[30]聂如松,冷伍明,魏丽敏,徐方.堆载对既有桥墩桩基础影响距离分析.[J]:水文地质工程地质,2017,44(01):64-70
[31]Lin Yuliang, Leng Wuming, Yang Guolin, Li Liang, Yang Junsheng.Seismic response of embankment slopes with different reinforcing measures in shaking table tests.[J]:Natural Hazards,2015,76(2015):791–810
[32]Su Yu, Leng Wu-ming, Teng Ji-dong, Nie Ru-song, Yang Qi.Analysis of Subgrade Soil Mud Pumping Model.[J]:Electronic Journal of Geotechnical Engineering,2016
[33]聂如松,唐盛米,冷伍明,杨奇,程龙虎.高速铁路桥梁桩基础竖向动荷载测试.[J]:铁道学报,2017,39(9):148-154
[34]律文田,冷伍明,王永和.软土地区桥台桩基负摩阻力试验研究.[J]:岩土工程学报,2005,06:642-645
[35]冷伍明, 刘文劼, 周文权.振动荷载作用下重载铁路路基粗颗粒土填料临界动应力试验研究.[J]:振动与冲击,2015,34(16):25-30
[36]Nie R S. Leng W.An improved instrumentation method for PHC piles.[J]:Proceedings of the Institution of Civil Engineers,2016,169(6):494-508
[37]狄宏规, 冷伍明, 薛继连.朔黄铁路重载扩能的路基强度评估.[J]:铁道学报,2014,2014(8):84-90
[38]梅慧浩,冷伍明,刘文劼,聂如松,徐显达.持续动荷载作用下基床粗粒土填料累积塑性应变试验研究.[J]:铁道学报,2017,39(02):119-126
[39]周文权, 冷伍明, 蔡德钩.循环荷载作用下路基粗粒土填料临界动应力和累积变形特性分析:铁道学报,2014,36(12):84-89
[40]周文权,冷伍明,阮波,杨奇.考虑桩土相互作用的抗滑桩临界桩间距研究.[J]:铁道科学与工程报,2014,03:83-87
[41]杨奇,冷伍明,聂如松,周文权,朱文兵.砂土蠕变特性试验研究.[J]:岩石力学与工程学报,2014,33(s2):4282-4286
[42]LI Wen Jian,LENG WuMing,YANG QI.Static mechanical properties of unsaturated low liquid limit silty clay.[J]:Electronic Journal of Geotechnical Engineering,2014,19:1359-1367
[43]Qi YANG ,Wuming LENG,Wenbing ZHU.tudy on correlation combinationforecsat of post-construction settlement of high-speed railway bridge pile foundation.[J]:ICRE2010 -International Conference on Railway Engi,2014(896-903)
[44]Yang Qi,Leng Wu Ming,ZHANG Sheng.Long-term settlement prediction of highspeed railway ridge pile foundation.[J]:Journal of Central South University,2014,21(6)(24152424)
[45]狄宏规, 冷伍明, 周顺华.朔黄重载铁路路基斜向高压旋喷桩加固效果.[J]:同济大学学报(自然科学版),2013,41(12):1818-1823
[46]邓宗伟,冷伍明,李志勇,朱绍华.预应力锚索桩板墙变形特性研究.[J]:.地下空间与工程学报,2013,2013(3):650 -657
[47]Yang Qi,Leng Wu-ming, ZHANG Sheng, NIE Ru-song.Experimental study on compression modulus of sandy soil,Geotechnical Special Publication:ASCE,2013,2013(10):289-296
[48]董城.冷伍明,李志勇,曹新文.水泥改良高液限粘土动态回弹模量试验研究.[J]:岩土力学,2013,34(1):139-142
[49]Zhao Chun-yan,Leng Wu-ming,ZHENG Guo-yong.Calculation and analysis for the time-dependency of settlement of the single-driven pile in double-layered soft clay.[J]:Applied Clay Science,2013,79(7):8-12
[50]聂如松,冷伍明,杨奇,岳健.低承台桥台桩基侧向受力性状试验与数值分析.[J]:中南大学学报(自然科学版),2012,05:1877-1884
[51]Zhang Sheng, Leng Wu-ming, Zhang Feng, Xiong Yong-lin.A simple thermoelastopastic model for geomaterials.[J]:International Journal of Plasticity,2012,34:93-113
[52]董城,冷伍明,李志勇.粉土动态回弹模量试验研究.[J]:中南大学学报(自然版),2012,43(12):4833-4839
[53]邓宗伟,冷伍明,邹金锋,唐葭.预应力锚索荷载传递与锚固效应计算.[J]:中南大学学报(自然科学版),2011,02:501-507
[54]聂如松,冷伍明,魏巍.自平衡试桩法一种等效转换方法.[J]:岩土工程学报,2011,S2:188-191
[55]岳健,冷伍明,聂如松,杨奇..深厚淤泥地基中高路堤桥台基桩工作性状的现场实测与分析.[J]:岩土力学,2011,11:3333-334
[56]岳健,冷伍明,赵春彦.水下浅埋小净距隧道施工相互影响的力学行为研究.[J]:岩石力学与工程学报,2011,S1:3043-3051
[57]杨奇,冷伍明,聂如松,魏巍.大跨径预应力混凝土连续刚构桥施工监控分析研究.[J]:铁道科学与工程学报,2010,7(1):12-16
[58]Hao Jian. Wuming LENG, Qi YANG.Study on method of high-speed railway bridge pile and abutment pile foundation settlement long-term monitoring:The 2010 International Conference on Railway Engin,2010:718-723
[59]聂如松,冷伍明,杨奇,魏巍.桩–土间剪切应力的传递探讨.[J]:岩土力学,2009,30(3):799-804
[60]聂如松,冷伍明,杨奇,岳健,杨小礼.路基填土对桥台桩基影响的试验与数值仿真分析.[J]:岩土力学,2009,30(9):2862-2868
[61]聂如松,冷伍明,李箐,杨奇.东江大桥嵌岩桩承载性能试验研究.[J]:岩土工程学报,2008,30(9):1410-1415
[62]聂如松,冷伍明,杨奇.不同软土厚度下路基填土对单桩的影响研究.[J]:湖南大学学报(自然科学版),2008,35(11):[2]119-123
[63]邓宗伟,冷伍明,饶杨安,李志勇,岳志平.高速公路桥基岸坡稳定性计算分析.[J]:岩土力学,2008,03:752-758
[64]杨奇 ,冷伍明,邓宗伟,聂如松.桥台地基附加竖向压应力通用计算公式.[J]:岩土力学,2008,29(3):832-837
[65]肖武权,冷伍明.深基坑支护结构设计的优化方法.[J]:岩土力学,2007,06:1201-1204+1211
[66]邓宗伟,冷伍明,李志勇,柳晓春.基于统一强度准则的预应力锚索极限承载力计算.[J]:岩石力学与工程学报,2007,06:1138-1144
[67]律文田,王永和,冷伍明.预应力混凝土管桩桩土相互作用的有限元分析.[J]:岩土力学,2005,S1:154-158
[68]何群,冷伍明,魏丽敏,王永和.固结度与加载方式对软土抗剪强度的影响.[J]:公路交通科技,2005,01:29-32
[69]肖武权,冷伍明.软土路基沉降实时建模动态预测.[J]:岩土力学,2005,26(9):1481-1484
[70]冷伍明, 赵健, 何群.路堤下软土地基承载力的计算研究.[J]:土木工程学报,2005,38(4):120-124
[71]肖武权,冷伍明.地铁深基坑支护结构位移动态预测.[J]:中国铁道科学,2004,05:86-90
[72]肖武权,冷伍明,律文田.某深基坑支护结构内力与变形研究.[J]:岩土力学,2004,08:1271-1274
[73]肖武权,冷伍明,律文田.深层搅拌法加固软弱土层的室内实验研究.[J]:中南大学学报(自然科学版),2004,03:490-494
[74]冷伍明, 律文田, 谢维鎏.基桩现场静动载试验技术研究.[J]:岩土工程学报,2004,26(5):619-622
[75]冷伍明, 王强.铁路桥梁浅基础承载力可靠度设计方法研究.[J]:桥梁建设,2000,2000(3):20-24
[76]冷伍明,何群.长江沉管隧道竖井因基槽开挖引起的变形模型试验研究.[J]:土木工程学报,2000
[77]冷伍明,魏丽敏.无粘结预应力筏板基础地基反力测试研究.[J]:岩土工程学报,2000
[78]冷伍明, 何群, 徐林荣.铁路桥梁群桩基础桥墩自振频率计算分析和应用研究.[J]:铁道学报,1999,1999(4):72-76
[79]冷伍明, 赵善锐.土工参数不确定性的计算分析.[J]:岩土工程学报,1995,17(2):68-74
[80]冷伍明.钻孔灌注桩承载力的可靠性分析.[J]:铁道学报,1995,1995(2):72-78
[81]冷伍明.抗滑桩的合理锚固深度研究:西南交通大学庆祝建校95周年学术报告会文集,1991
[82]冷伍明, 赵善锐.曲线极限法推算土工参数的相关距离.[C]:中国土木工程学会土力学及基础工程学术会议,1994
[83]冷伍明, 刘成宇.抗滑桩锚固效应研究.[J]:岩土工程师,1993,1993(3):1-7
[84]冷伍明, 赵善锐.用不求导数的最优化计算可靠度指标.[J]:西南交通大学学报,1993,28(3):58-63
[85]冷伍明.试桩数据库系统及其现实意义.[J]:西南交通大学学报,1993,28(1):84-88
[86]冷伍明.桥梁桩基可靠性分析的探讨:西南交通大学庆祝建校95周年学术报告会文集,1991