发表论文
[1] Ming, F, Li, D Q, Chen, L. Electrical Resistivity of Freezing Clay: Experimental Study and Theoretical Model. JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE[J]. 2020, 125(2): [2] Ming, Feng, Li, Dongqing, Liu, Yuhang. A predictive model of unfrozen water content including the influence of pressure. PERMAFROST AND PERIGLACIAL PROCESSES[J]. 2020, 31(1): 213-222, https://www.webofscience.com/wos/woscc/full-record/WOS:000514764000015.[3] Ming, Feng, Chen, Lei, Li, Dongqing, Wei, Xiaobin. Estimation of hydraulic conductivity of saturated frozen soil from the soil freezing characteristic curve. SCIENCE OF THE TOTAL ENVIRONMENT[J]. 2020, 698: http://dx.doi.org/10.1016/j.scitotenv.2019.134132.[4] Xiaobin Wei, Feng Ming, Dongqing Li, Lei Chen, Yuhang Liu. Influence of Water Content on Mechanical Strength and Microstructure of Alkali-Activated Fly Ash/GGBFS Mortars Cured at Cold and Polar Regions. Materials[J]. 2019, 13(1): [5] Chen, Lei, Li, Dongqing, Ming, Feng, Shi, Xiangyang, Chen, Xin. A Fractal Model of Hydraulic Conductivity for Saturated Frozen Soil. WATER[J]. 2019, 11(2): https://doaj.org/article/1824026502024d959fdec988c398aa00.[6] 刘宇航, 李东庆, 明锋. 冰透镜体形成过程中的土体破裂驱动力研究综述. 冰川冻土[J]. 2019, 41(3): 657-668, http://dx.doi.org/10.7522/j.issn.1000-0240.2019.0516.[7] 李东庆. Research on Bearing Capacity of Pile Foundation with Impact of Subpermafrost Water. Springer Series in Geomechanics and Geoengineering. 2018, [8] 史向阳, 张泽, 李东庆, 张中琼. 锥柱式桩基础明挖基坑回填土回冻过程模型试验研究. 湖南大学学报:自然科学版[J]. 2018, 45(7): 125-134, http://lib.cqvip.com/Qikan/Article/Detail?id=675691388.[9] ChengCheng Du, DongQing Li, Feng Ming, YuHang Liu, XiangYang Shi. Wave propagation characteristics in frozen saturated soil. SCIENCES IN COLD AND ARID REGIONS[J]. 2018, 10(2): 95-103, http://lib.cqvip.com/Qikan/Article/Detail?id=7000611123.[10] Ming, Feng, Li, Dongqing, Zhang, Mingyi, Zhang, Yu. A novel method for estimating the elastic modulus of frozen soil. COLD REGIONS SCIENCE AND TECHNOLOGY[J]. 2017, 141: 1-7, http://dx.doi.org/10.1016/j.coldregions.2017.05.005.[11] 张宇, 李东庆, 明锋. 冻融循环作用下土体冻结锋面移动规律试验研究. 冰川冻土[J]. 2016, 38(3): 679-684, [12] Dongqing Li, Xing Huang, Feng Ming, Yu Zhang. The Impact of Unfrozen Water Content on Ultrasonic Wave Velocity in Frozen Soils. Procedia Engineering[J]. 2016, [13] 黄星, 李东庆, 明锋, 邴慧, 彭万巍. 冻土的单轴抗压、抗拉强度特性试验研究. 冰川冻土[J]. 2016, 38(5): 1346-1352, [14] 明锋, 李东庆, 陈世杰. 水分迁移对冻土细观结构的影响. 冰川冻土[J]. 2016, 38(3): 671-678, [15] 明锋, 李东庆, 张宇. 一维饱和冻土融化固结分析. 冰川冻土[J]. 2016, 38(4): 1067-1073, [16] Li Dongqing, Huang Xing, Ming Feng, Zhang Yu, Bing Hui. Experimental research on acoustic wave velocity of frozen soils during the uniaxial loading process. SCIENCES IN COLD AND ARID REGIONS[J]. 2015, 7(4): 323-328, http://lib.cqvip.com/Qikan/Article/Detail?id=665767645.[17] Ming, Feng, Li, Dongqing. Experimental and Theoretical Investigations on Frost Heave in Porous Media. MATHEMATICAL PROBLEMS IN ENGINEERING[J]. 2015, 2015: https://doaj.org/article/3b49af270a3f4631ada3b4a3d830a66e.[18] 明锋, 李东庆. 压力作用下冻结粉质粘土的水分迁移特征. 长安大学学报(自然科学版)[J]. 2015, 35(3): 67-73, [19] Dongqing Li, Kun Zhang, Gangqiang Tong, Feng Ming, Xing Huang. Analysis on Cooling Effect of Crushed-Rocks Embankment of Qinghai-Tibet High-Grade Road. MODELLING AND SIMULATION IN ENGINEERING[J]. 2015, 2015: https://doaj.org/article/ad403edadeaa4cc39e04a5415410244c.[20] 张坤, 李东庆, 陶坤, 陈继, 童刚强. 多年冻土区高等级公路特殊路基长期降温效果研究. 冰川冻土[J]. 2014, 36(4): 976-986, http://ir.casnw.net/handle/362004/24595.[21] 房建宏, 明锋, 李东庆. 路基边坡坡率对路基热稳定性影响. 公路工程. 2014, 39(3): 1-5, http://lib.cqvip.com/Qikan/Article/Detail?id=50258804.[22] 明锋, 李东庆. 非饱和正冻土一维水热耦合模型与试验. 中南大学学报(自然科学版)[J]. 2014, 45(3): 889-894, http://ir.casnw.net/handle/362004/24645.[23] Zhou, Jiazuo, Wei, Changfu, Li, Dongqing, Wei, Houzhen. A moving-pump model for water migration in unsaturated freezing soil. COLD REGIONS SCIENCE AND TECHNOLOGY[J]. 2014, 104: 14-22, http://119.78.100.198/handle/2S6PX9GI/3614.[24] 房建宏, 李东庆, 周家作, 张坤. 季节性冻土路基防冻胀技术研究. 中国公路学报[J]. 2013, 26(6): 9-14, http://119.78.100.198/handle/2S6PX9GI/12779.[25] 陈锦, 李东庆, 邴慧, 邓友生. 含盐量对冻结粉土单轴抗压强度影响的试验研究. 工程力学[J]. 2013, 30(12): 18-23, [26] 李东庆. Compared Analysis of Embankment Thermal Stabilities in High Temperature Permafrost Regions with and without Climatic Warming. Applied Mechanics and Materials. 2012, [27] 李东庆. Theoretical study on thaw settlement of saturated frozen soil. Applied Mechanics and Materials. 2012, [28] 陈锦, 李东庆, 邴慧, 邓友生. 含水量对冻结含盐粉土单轴抗压强度影响的试验研究. 冰川冻土. 2012, 34(2): 441-446, http://lib.cqvip.com/Qikan/Article/Detail?id=41729622.[29] 李东庆, 周家作, 张坤, 常法. 季节性冻土的水-热-力建模与数值分析. 中国公路学报. 2012, 25(1): 1-7, http://lib.cqvip.com/Qikan/Article/Detail?id=40830949.[30] 李东庆. 饱和正冻土中水-热-力耦合计算分析. Cold Regions Science and Technology. 2012, [31] 李东庆. 饱和正冻土冰透镜体萌生的模型假说. 寒旱区工程与环境研究:程国栋院士七十华诞学术研讨会文集. 2012, [32] 张坤, 李东庆, 童刚强. 通风管-块石复合路基降温效果的数值分析. 中国矿业大学学报. 2011, 40(1): 35-42, http://lib.cqvip.com/Qikan/Article/Detail?id=36892886.[33] 李东庆, 常法, 张坤, 房建宏, 徐安花. 青藏公路黑马河试验段碎石垫层路基工程效果初步分析. 冰川冻土. 2011, 33(5): 1081-1087, http://lib.cqvip.com/Qikan/Article/Detail?id=39721542.[34] 童刚强, 李东庆, 张明义. 立方排列水泥球体通风性能及参数试验研究. 岩石力学与工程学报. 2011, 2798-2802, http://lib.cqvip.com/Qikan/Article/Detail?id=1003580433.[35] 张坤, 李东庆, 童刚强, 常法. 利用封闭式块石护坡调节通风管路基阴阳坡效应. 沈阳工业大学学报. 2011, 33(5): 588-594, http://lib.cqvip.com/Qikan/Article/Detail?id=39916098.[36] 李东庆. Cooling effects study on ventilated embankments under the infuence of the temperature differences between the sunny slopes and the shady. 2011, [37] 常法, 李东庆, 张坤, 房建宏, 徐安花. 季节冻土区路基冻胀翻浆防治措施试验研究. 甘肃农业大学学报. 2011, 46(3): 147-155, http://lib.cqvip.com/Qikan/Article/Detail?id=38485651.[38] 周家作, 李东庆, 房建宏, 徐安花. 开放系统下饱和正冻土热质迁移的数值分析. 冰川冻土. 2011, 33(4): 791-795, http://lib.cqvip.com/Qikan/Article/Detail?id=38810988.[39] 李东庆. 214国道多年冻土地区路段路面病害特征分析. 公路交通科技(应用技术版). 2010, [40] 张坤, 李东庆, 李建宇, 童刚强. 青藏高等级公路通风管试验路基降温效果. 浙江大学学报:工学版. 2010, 1845-1850, http://lib.cqvip.com/Qikan/Article/Detail?id=35995131.[41] 童刚强, 李东庆, 张坤, 常发. 立方排列球体层渗流特性数值模拟研究. 水利与建筑工程学报. 2010, 8(4): 48-49, http://lib.cqvip.com/Qikan/Article/Detail?id=34999877.[42] 陈锦, 李东庆, 孟庆州, 雍国武才. 江河源区的湿地退化现状与驱动力分析. 干旱区资源与环境. 2009, 23(4): 43-49, http://lib.cqvip.com/Qikan/Article/Detail?id=29790844.[43] 李东庆. Use of coarse aggregate materials to protect embankments located in permafrost regions. 工程与计划杂志(土木工程学报),智利-卡特利卡大学. 2009, [44] Li, Dongqing, Chen, Jin, Meng, Qingzhou, Liu, Dengke, Fang, Jianhong, Liu, Jiankun. Numeric simulation of permafrost degradation in the eastern Tibetan Plateau. PERMAFROST AND PERIGLACIAL PROCESSES[J]. 2008, 19(1): 93-99, https://www.webofscience.com/wos/woscc/full-record/WOS:000253927100008.[45] 李东庆, 孟庆洲, 房建宏, 彭万巍, 徐安花, 黄世静. 沥青混合料抗冻融循环性能的试验研究. 公路. 2007, 145-147, http://lib.cqvip.com/Qikan/Article/Detail?id=26275559.[46] 李东庆, 孙志忠, 赖远明, 何平, 房建宏. 青藏高原东部高温多年冻土区路基热稳定性模拟分析. 岩土工程学报. 2005, 27(12): 1376-1379, http://lib.cqvip.com/Qikan/Article/Detail?id=20878068.[47] 李东庆. 花石峡连续多年冻土区湿润性地段路堤临界高度的确定. 岩土工程学报. 1999, [48] Li, DQ, Wu, ZW, Fang, JH, Li, YC, Lu, NG. Heat stability analysis of embankment on the degrading permafrost district in the East of the Tibetan Plateau, China. COLD REGIONS SCIENCE AND TECHNOLOGY[J]. 1998, 28(3): 183-188, https://www.webofscience.com/wos/woscc/full-record/WOS:000078553500003.