基本介紹
- 中文名:唐麗雲
- 學位/學歷:博士
- 職業:教師
- 專業方向:寒區岩土力學及工程
- 任職院校:西安科技大學
個人經歷,學術成果,
個人經歷
學術成果
科研項目情況
(1)國家自然科學基金項目,41502298,考慮大氣溫度變化下凍土樁基承載力預報模型研究,2016/01-2018/12,25.2萬元,主持。
(2) 國家自然科學基金項目,50974102,深厚富水軟岩井筒凍結壁低溫狀態下的力學特性研究,2010/01-2013/12,主要參加人
(3) 國家自然科學基金項目,40872177,寒區低溫岩石損傷力學特性及多場耦合的實驗及理論研究,2009/01-2011/12,主要參加人
(4) 國家自然科學基金項目,40802068,凍融作用引起的黃土邊坡剝落機理研究,2009/01-2011/12,主要參加人
(5) 高寒高海拔地區道路工程安全與健康國家重點實驗室開放基金,HSKF2007-01,寒區橋樑樁基與凍土間相互作用研究,2009/01-2010/12,主要參加人
(6) 陝西省自然科學基金項目,2007D14,西部寒區凍土與樁相互作用機理研究,2007/01-2009/12,主要參加人
授權專利情況
[1] 唐麗雲,徐屹凡,邱培勇,一種凍土低溫特性分析用溫控裝置,2016.08.24,中國,202752642
[2] 唐麗雲,胡繼偉,孫飛翔,一種凍土凍融循環實驗裝置,2016.08.17,中國,202752623
[3] 唐麗雲,王柯,楊更社,基於土體電阻率變化的凍土未凍水含量檢測系統及方法,2017.05.31,中國,100313300
[4] 唐麗雲,王柯,楊更社,凍土電阻率和溫度與凍土未凍水含量的關係模型構建方法,2017.03.29,中國,100315768
出版專著及論文情況
[1] 唐麗雲,楊更社,凍土地區樁土相互作用機理及樁基承載力的預報模型,陝西科學技術出版社,250千字,2011.
[2] Liyun TANG, Quan Y , Zhu Y , et al. Application of Improved Calculation Method Considering the Vehicle Loads in Branch Utility Tunnel[J]. Geotechnical and Geological Engineering, 2019, 37(1):251-266.
[3] Liyun TANG, Peiyong Q , Gengshe Y , et al. An approach to simplify the vehicle load in excavation-supporting structures design[J]. European Journal of Environmental and Civil Engineering, 2018:1-17.
[4] Liyun TANG, Wang B, Wu Y, et al. Impact analysis of vibration on nearby municipal tunnel induced by metro running[J]. The Journal of Engineering, 2018, 2018(7): 360-366.
[5] Liyun TANG, Ke W , Long J , et al. A resistivity model for testing unfrozen water content of frozen soil[J]. Cold Regions Science and Technology, 2018, 153:55-63.
[6] 唐麗雲,王鑫,楊更社,金龍,王曉剛.大氣溫度升高下凍土樁負摩阻力試驗研究[J].地下空間與工程學報,2018,14(06):1527-1535.
[7] Liyun TANG, Jiwei Hu, Quanshen Zhang, Gengshe Yang, Jiami Xi, Peiyong Qiu. Settlement Prediction by Fitted Peck Formula Based on Maximum Likelihood Estimation Method. Electronic Journal of Geotechnical Engineering, 2016, 21 (24): 7741-7754.
[8] Liyun TANG, Wang J, Yang GS, Shen YJ, Qiu PY, Liu H. Reliability Analysis of Bearing Capacity of Inclined Prestressed Concrete Pipe Pile. Journal of Civil Engineering Research, 2016 6(2),23-31.
[9] Liyun TANG, Qiu PY, Schlinger CM, Yang GS, Ye WJ. Analysis of the Influence of Vehicle Loads on Deep Underground Excavation-Supporting Structures.Iranian Journal of Science and Technology,Transactions of Civil Engineering.2016,40(3):209-218.
[10] 唐麗雲,邱培勇,葉萬軍,楊更社,車輛荷載對基坑支護結構的影響分析,鐵道標準設計, 2015, 59(8):122~126.
[11] Liyun TANG, Qianhui XIAO, Shuyun ZHANG. Corrosion properties of rebar welded joints. Applied Mechanics and Materials, vol.166-169,pp. 1981-1986, 2012.
[12] 唐麗雲,楊更社,讓艷艷,王專兵,水化熱對凍土地區樁基熱影響分析,西安科技大學學報,2011,31(1):28~32
[13] 唐麗雲,楊更社,樁基施工對凍土地區樁基熱影響分析,岩土工程學報,2010,32(9):1350~1353
[14] 唐麗雲,楊更社,多年凍土區樁基豎向承載力的預報模型,岩土力學,2009,30(sup2):169~173
[15] 唐麗雲,楊更社,奚家米,凍土地區樁基礎施工熱穩定性分析,築路機械與施工機械化,2009,9(26):62~64
[16] 唐麗雲,楊更社,龔霞,唐華明,凍土樁基伴有相變的非穩態溫度場研究,人民黃河,2008,30(10):82~83
[17] 唐麗雲,奚家米,楊更社,引入三維接觸單元模擬凍土與樁共同作用. 西安科技大學學報,2007,27(3):337~340
[18] 唐麗雲,奚家米,楊更社,凍土樁基熱彈塑性—蠕變有限元分析,交通標準化,2007,165(5):80~83
[19] Liyun TANG,YANG Gengshe, ZHAO Laishun, et al. Time Prediction for the Gravity Dam Occuring Extreme Deformation Using Circular Distribution[A]. 12th International Conference on Inspection, Appraisal, Repairs And Maintenance Of Structures, 2010, 2: 1051-1057.
[20] Liyun TANG, Jiami XI, Gengshe YANG. A Contact Element Adopted for Simulation of Interaction between Pile and Frozensoil. International Multiconference of Engineers and Computer Scientists 2007, 2007, 3: 2067-2070.
[21] Liyun TANG, Gengshe YANG, Laishun ZHAO. Time Prediction for the Gravity Dam Occuring Extreme Deformation Using Circular Distribution. 12th International Conference on Inspection, Appraisal, Repairs And Maintenance Of Structures, 2010, 2: 1051-1057.