出版著作和论文:
郝冬雪, 岳冲, 陈榕, 任杰,陈孚. 常压至高压下中砂剪切特性及应力-剪胀关系[J]. 岩土工程学报, 2020, 42(4):1-7. (EI收录)
Hao D X, Wang D, O’Loughlin C D, Gaudin C. Tensile monotonic capacity of helical anchors in sand: interaction between helices[J]. Canadian Geotechnical Journal, 2019, 56(10): 1534-1543. (SCI收录)
陈榕, 符胜男, 郝冬雪*,等. 密砂中圆形锚上拔承载力尺寸效应分析[J].岩土工程学报, 2019, 41(1): 78-85. (EI收录)
陈榕, 王喜强, 郝冬雪*, 等.季节性冻土中土工格栅加筋特性试验研究[J].岩土工程学报, 2019, 41(6): 1101-1107. (EI收录)
郝冬雪, 宋阳, 陈榕. 黏土中螺旋锚几何尺寸对上拔承载力影响的数值分析[J]. 东北电力大学学报, 2018, 38(4): 70-75.
Hao Dongxue, Dai Xin, Chen Rong. Reliability Analysis on Ultimate Uplift Capacity of Digged Foundation in Transmission Line[A].Proceedings of the 2016 International Conference on Mechanics, Materials and Structural Engineering (ICMMSE), 2016,(1): 309-313. (ISTP收录)
郝冬雪, 符胜男, 陈榕, 张永建, 侯立群. 砂土中锚板拉拔模型试验及其抗拔力计算[J]. 岩土工程学报, 2015, 37(11): 2101-2106. (EI收录)
郝冬雪, 陈榕, 符胜男. 砂土中螺旋锚上拔承载特性模型试验研究[J]. 岩土工程学报, 2015, 37(1): 126-132. (EI收录)
郝冬雪, 张永建, 陈榕, 刘春城. 输电线路掏挖基础极限上拔承载力变分解法[J]. 岩土力学, 2015, 36(1): 163-170.(EI收录)
Hao Dong-xue,等. The Influence of Geometry of Pedestal Piles in Silt on Uplift Behavior[A]. Applied Mechanics and Material, 2014, 680: 426-429. (EI收录)
Hao Dong-xue,等. Estimation ofupliftcapacityofexcavatedfoundation of transmission lines[A]. Applied Mechanics and Material, 2014, 680: 361-364 (EI收录)
Hao Dong-xue, Fu Sheng-nan, Chen Rong. Numerical Analysis of Uplift Capacity of Circular Plate Anchor in Sand[J].Electronic Journal of Geotechnical Engineering, 2014,19 (Z).
郝冬雪, 等. 黏土中条形锚板基础上拔极限承载力变分解法[J]. 中国电力, 2013, 46(2): 76-81.
郝冬雪, 等. 输电线路掏挖基础的抗拔承载特性数值分析[J].水电能源科学, 2012, 30(8): 151-154.
郝冬雪, 等. 自钻式旁压试验推求土性参数的研究进展[J]. 计算力学学报, 2011, 28(3): 453-460. (EI收录)
郝冬雪, 等.旁压试验在港区码头工程地质勘查中的应用[J]. 东北电力大学学报, 2011, 1: 34-39.
郝冬雪, 等. Numerical analysis of cylindrical cavity expansion in sand considering particle crushing and intermediate principal stress [J]. Transactions of Tianjin University, 2010, 16(1): 68-74. (EI收录)
郝冬雪,等. 基于广义SMP准则的线性软化柱形孔扩张分析[J]. 大连理工大学学报, 2010, 50(1):103-110 . (EI收录)
郝冬雪, 等. SBPT测定饱和黏土不排水强度的数值分析[J]. 岩土力学, 2010, 31(7): 2324-2328. (EI收录)
郝冬雪, 等. AFSs-RBF neural network for predicting earthquake-induced liquefaction of light loam[A]. 2010 6th international conference on natural computation[C], 2010, 8: 1518 – 1522. (EI收录)
郝冬雪, 等.Ultimate Uplift Capacity of Transmission Tower Foundation in Undisturbed Excavated Soil[C].The 2010 International Conference on Energy Sources and Smart Grids Development, 2010, 12, vol.2: 42-45.(ISTP收录)
郝冬雪, 等.考虑部分排水和土体流变性影响的旁压保持试验数值分析[J]. 岩土工程学报, 2009, 31(12): 1866-1873. (EI收录)
郝冬雪, 等. Rigorous numerical analysis of cylindrical cavity expansion in sands based on SMP criterion[C].The 2nd International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, 2008, 5, 1055-1060. (EI收录)
郝冬雪, 等. Analysis of cylindrical cavity expansion with linear softening and large strain behavior based on extended SMP criterion[J]. Electronic Journal of Geotechnical Engineering, 2008, 13(B), http://www.ejge.com/2008/Ppr0766/Abs0766.htm (EI收录)
郝冬雪, 等.自钻式旁压仪几何特征对推求黏土强度影响分析[A]. 第十届全国岩石力学与工程学术大会论文集, 2008, 6: 162-167.
郝冬雪, 等. Analysis of cylindrical cavity expansion in frictional cohesive soil based on non-brittle softening model[C]. Proceedings of the 3rd China-Japan Geotechnical Symposium, 2007, 11, 181-187.(ISTP收录).
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