-
劉鑫
（長安大學副教授）
鎖定
- 畢業院校
- 香港大學 [1]
- 學位/學歷
- 博士研究生 [1]
- 職 業
- 教師 [1]
- 專業方向
- 岩土工程 [1]
- 職 務
- 碩士生導師 [1]
- 職 稱
- 副教授
劉鑫研究方向
劉鑫主要成就
先後主持包括國家自然科學基金青年項目、中央高校優秀博士生項目、高新技術研究培育項目等。參與國家自然科學基金重大儀器項目，科技部重點研發項目，科技部青藏二次科考，科技部重點研發項目等。2021年入選長安大學“長安學者”（青年骨幹：D1）人才支持計劃。近五年，發表學術論文近30篇。擔任國家自然科學基金評審專家，同時擔任《Landslides》《Engineering Geology》《Canadian Geotechnical Journal》《Soil Dynamics and Earthquake Engineering》《Soils and Foundations》等SCI期刊審稿專家。
[1]
劉鑫本科生主講課程
劉鑫研究生主講課程
劉鑫科研項目
劉鑫發表論文
期刊論文
Zhang, N., Liu, X., Lan, H.X. (2021). Characterizing saturation state of loess using P-wave velocity. Engineering Geology. 290: 106207. 【SCI一區】
[1-2]
Liu, X., Zhang, W.Z, Wei, X., Lan, H.X.(2021). The unified characterization of hydro-mechanical properties of soil-bentonite mixtures exposed to pore-fluid salinity. Journal of Zhejiang University-Science A, 22(3):188-194.【SCI三區】
[1-2]
Liu, X., Tian, C.Y., Lan, H.X. (2020). Laboratory investigation of the mechanical properties of a rubber-calcareous sand mixture: The effect of rubber content. Applied sciences, 10:6583. 【SCI二區】
[1-2]
Liu, X., Qin, H., Lan, H.X. (2020). On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling. Soil Dynamics and Earthquake Engineering, 136:106216. 【SCI二區】
[1-2]
Zhang, L.S., Chen, Y., Liu, X., Wei, X. (2020). A unified monotonic model for sand based on modified hyperbolic equation and state-dependent dilatancy. Computer and Geotechnics, 128: 103788. 【SCI一區】
[1-2]
Liu, X., Zhang, N., Lan, H.X. (2019). Effects of sand and water contents on the small-strain shear modulus of loess. Engineering Geology, 260(3): 105202. 【SCI一區】
[1-2]
Liu, X., Yang, J. (2018). Influence of size disparity on small-strain shear modulus of sand-fines mixtures. Soil Dynamics and Earthquake Engineering, 115: 217-224.【SCI二區】
[1-2]
Liu, X., Yang, J. (2018). Shear wave velocity in sand: effect of grain shape. Géotechnique, 68(8): 742-748.【SCI一區】
[1-2]
Yang, J., Liu, X. (2018). Reply to “Shear wave velocity and stiffness of sand: the role of non-plastic fines.”Géotechnique, 68(10): 931-934. .【SCI一區】
[1-2]
Yang, J., Liu, X., Guo, Y.,Liang, L.B. (2018). A unified framework for evaluating in situ state of sand with varying fines content. Géotechnique, 68(2): 177-183.【SCI一區】
[1-2]
Liu, X., Yang, J., Wang, G.H., and Chen, L.Z. (2016). Small-strain shear modulus of volcanic granular soil: an experimental investigation. Soil Dynamics and Earthquake Engineering, 86:15-24. 【SCI二區】
[1-2]
Yang, J., Liu, X. (2016). Shear wave velocity and stiffness of sand: the role of non-plastic fines. Géotechnique, 66(6):1-15..【SCI一區】
[1-2]
會議論文
Liu, X. and Yang, J. (2018). A parallel comparison of small-strain shear modulus in bender element and resonant column tests. Proc. of the China-Europe Conference on Geotechnical Engineering, Austria.
[1-2]
Liu, X. and Yang, J. (2018). Effect of saturation on compression wave velocity of silty sand. Proc. of the 7th International Conference on Unsaturated Soils, Hong Kong, accepted.
[1-2]
Liu, X. Fan, W., Wang, J., Zhou, G. (2018). Experimental Study on Shear Modulus and Damping Properties of Loess. Proc. of Geo-shanghai, shanghai.
[1-2]
Liu, X. and Yang, J. (2016). Shear wave velocity and shear modulus of silty sand. Proc. of the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Japanese Geotechnical Society Special Publication, 2(24): 907-910. Fukuoka, Japan.
[1-2]
Liu, X. and Yang, J. (2014). Laboratory measurement of small-strain shear modulus of volcanic soil. Proc. of 2014 Geo-Congress, Geotechnical Special Publication, ASCE, 113-122. Atlanta, USA.
[1-2]
Liu, X. and Yang, J. (2012). Effect of Fines Content on the Small Strain Stiffness of Sand. Proc. of the 2012 World Congress on Advances in Civil, Environmental, and Materials Research, Seoul, Korea.
[1-2]
- 參考資料
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- 1. 地質工程與測繪學院碩士生導師劉鑫簡介 ．長安大學地測學院官網．2016-09-01[引用日期2021-08-09]
- 2. Xin LIU | Professor (Associate) | Ph.D. in civil engineering | Chang'an University, Xi’an | Department of Geological Engineering ．Researchgate．2016-08-01[引用日期2021-08-09]
