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个人简介

教育经历 2003.92009.6 大连理工大学结构工程博士 2001.92003.7 大连理工大学防灾减灾及防护工程硕士 1997.92001.7 大连理工大学水利水电建筑工程学士 工作经历 2014.12 至今 大连理工大学 高级工程师 2013.5 2014.12 大连理工大学 工程师 2007.11 2008.11 香港大学 研究助手 2009.8 2013.5 大连理工大学 博士后

研究领域

土工结构物稳定性分析 数字图像测量技术在土工试验中的应用 非饱和土与特殊土性质研究 土工试验仪器研制 岩土材料本构模型研究

近期论文

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[1]陈之祥.三维真土压力盒的设计与应力参数的计算[J],岩土工程学报,2021,42(11):2138-2145 [2]Niu, Geng.A simplified directly determination of soil-water retention curve variables[J],GEOMECHANICS AND ENGINEERING,2021,23(5):431-439 [3]Wang, Pengpeng.Measurement of local and volumetric deformation in geotechnical triaxial testing using 3D-digit...[J],ACTA GEOTECHNICA,2021,15(10):2891-2904 [4]郭晓霞.细粒铁尾矿的沉积特性与基本物理力学性质试验研究[J],岩土工程学报,2021,42(7):1220-1227 [5]Chen, Z. X.,Guo, X. X.,Shao, L. T.,Li, S. Q..On determination method of thermal conductivity of soil solid material[J],SOILS AND FOUNDATIONS,2020,60(1):218-228 [6]温天德,邵龙潭,郭晓霞,赵燕茹.Error correction of water evaporation loss on the unsaturated hydraulic conductivity[J],Soils and Foundations,2019 [7]温天德,邵龙潭,郭晓霞.Effect of hysteresis on hydraulic properties of soils under multiple drying and wetting cycles[J],European Journal of Environmental and Civil Engineering,2019,1-13 [8]牛庚,郭晓霞,徐华,邵龙潭,孙德安,韦昌富.土水特征曲线测量过程中孔隙分布的演化规律探讨[J],岩土力学,2019,41(4):1-8 [9]王鹏鹏,邵龙潭,陈之祥,赵博雅,郭晓霞,桑勇.基于数字图像相关技术的砂土全场变形测量及其DEM数值模拟[J],工程力学,2020,37(1):239-247 [10]Wang, Pengpeng,Sang, Yong,Guo, Xiaoxia,Shao, Longtan,Zhao, Jianlong,Ji, Xiaomeng.A novel optical method for measuring 3D full-field strain deformation in geotechnical tri-axial...[J],MEASUREMENT SCIENCE AND TECHNOLOGY,2020,31(1) [11]曾飞涛,郭晓霞,邵龙潭.围压对横观各向同性砂岩弹性参数的影响[J],地下空间与工程学报,2019,15(2):443-451 [12]邵龙潭,温天德,郭晓霞.非饱和土渗透系数的一种测量方法和预测公式[J],岩土工程学报,2018,41(5):806-812 [13]邵龙潭,祝艳凤,郭晓霞,桑勇,刘潇,黄川,华承博,冯忠帅.岩土力学和工程试验测试设备研发进展报告[J],冰川冻土,2011,33(4):953-958 [14]邵龙潭,刘潇,郭晓霞,黄川,鞠鹏,杨松,薛杰.土工三轴试验试样全表面变形测量的实现[J],岩土工程学报,2012,34(3):409-415 [15]郑国锋,郭晓霞,邵龙潭.基于状态曲面的非饱和土强度准则及其验证[J],岩土力学,2019,40(4):1441-1448 [16]赵博雅,邵龙潭,孙翔,郭晓霞,刘港.基于数字图像测量技术的尾粉砂动三轴试验研究[J],实验力学,2018,33(2):175-182 [17]Shao, Longtan,Wen, Tiande,Guo, Xiaoxia,Sun, Xiang.A Method for Directly Measuring the Hydraulic Conductivity of Unsaturated Soil[J],GEOTECHNICAL TESTING JOURNAL,2017,40(6):907-916 [18]孙翔,李洋辉,郭晓霞,邵龙潭.基于热力学方法的甲烷水合物沉积物本构模型[J],大连理工大学学报,2017,57(2):111-118 [19]Sun, X.,Guo, X.,Shao, L.,Li, Y..Drucker-Prager elasto-plastic constitutive model for methane hydrate-bearing sediment[J],Transactions of Tianjin University,2016,22(5):441-450 [20]Shao, L. T.,Liu, G.,Zeng, F. T.,Guo, X. X..Recognition of the Stress-Strain Curve Based on the Local Deformation Measurement of Soil Speci...[J],GEOTECHNICAL TESTING JOURNAL,2016,39(4) [21]邵龙潭,郭晓霞.非饱和土抗剪强度试验数据分析(一)[A],2016 [22]刘港,郭晓霞,邵龙潭.三轴试验土样剪切破坏过程的判别[J],实验力学,2015,30(6):708-716 [23]孙从露,邵龙潭,郭晓霞.尾矿砂不同频率动三轴试验研究[J],矿业研究与开发,2015,11:69-73 [24]Sun, Xiang,Guo, Xiaoxia,Shao, Longtan,Tang, Hongxiang.A thermodynamics-based critical state constitutive model for methane hydrate bearing sediment[J],JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING,2015,27:1024-1034 [25]邵龙潭,刘港,郭晓霞.三轴试样破坏后应变局部化影响的实验研究[J],岩土工程学报,2015,38(3):385-394 [26]邵龙潭,刘港,郭晓霞.土样局部变形测量对土的本构关系研究的意义[A],2015,343-343 [27]Sun X.,Guo X.-X.,Shao L.-T..A return-mapping algorithm and implementation of thermodynamics-based critical state model[J],Yantu Lixue/Rock and Soil Mechanics,2015,36:85-93 [28]Shao L.-T.,Guo X.-X.,Liu G.,Liu X..Application of digital image processing technique to measuring specimen deformation in triaxial t...[J],Yantu Lixue/Rock and Soil Mechanics,2015,36:669-684 [29]孙翔,郭晓霞,邵龙潭.基于热力学的临界状态模型的返回映射算法及实现[J],岩土力学,2015,S1:85-93 [30]邵龙潭,郭晓霞,刘港,刘潇.数字图像测量技术在土工三轴试验中的应用[J],岩土力学,2015,S1:669-684 [31]邵龙潭,郭晓霞,郑国锋.粒间应力、土骨架应力和有效应力[J],岩土工程学报,2015,37(8):1478-1483 [32]邵龙潭,郭晓霞.Reanalysis on shear strength of unsaturated soils[A],2015,569-574 [33]邵龙潭,郭晓霞.Interaction force between pore water and soil skeleton[A],2015,467-472 [34]邵龙潭,郭晓霞.三轴试验全表面图像测量的误差修正[A],2015,30(8):1-8 [35]Shao L.T.,Liu X.,Guo X.X.,Liu Y.L.,Huang C.,Xue J..Digital image technique for deformation measurement of unsaturated soil specimen in triaxial test[A],2014,2:1623-1629 [36]Shao, Longtan,Guo, Xiaoxia,Liu, Gang,Zheng, Guofeng.Principle of effective stress for unsaturated soils[A],2014,1:239-245 [37]邵龙潭,郭晓霞.有效应力的物理意义和非饱和土的有效应力方程[J],岩土力学,2014,11(11):11-11 [38]郭晓霞.Threshold shear strain for Dynamic Ramberg-Osgood Model in Soils based on thermomechanics[A],2014,255-259 [39]邵龙潭,郭晓霞.饱和土本构模型研究进展[A],2014,142-149 [40]邵龙潭,郭晓霞.三轴试验土样全表面变形测量方法及其应用[A],2014,496-501

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