個人簡介
楊仲軒楊仲軒，現任職於浙江大學建工學院濱海與城市岩土工程研究中心，博士，教授，博士生導師。
1998年浙江大學結構工程專業本科畢業，2001年獲得浙江大學岩土工程碩士學位，2005年獲得香港科技大學岩土工程博士學位。
楊仲軒分別於2006～2007年和2008～2009年在香港大學土木系和英國帝國理工學院土木與環境系從事博士後研究工作。2009年晉升為副教授，2011年起獲得博士研究生指導資格。2014年晉升為教授。2018年國家傑出青年基金獲得者。
工作研究領域
土的本構特性、宏微觀力學和數值模擬、路基、樁基及近海工程
學術研究項目
作為項目負責人，主持以下科研項目：
1.國家重點研發計畫暴雨作用下城市重大基礎設施滲流突變失效機制及控制技術，2016YFC0800200，310萬，2016/07－2020/12
2.國家重點基礎研究發展計畫（973），2015CB057801，高水壓滲流條件下盾構隧道水土荷載作用機理，2015年1月－2019年12月，100萬
3.國家自然科學基金委員會與英國皇家學會（NSFC-RS）牛頓高級學者基金，51761130078，打入樁樁土作用機理、承載特性及其在海洋風電中套用，2017/3－2020/2，42.3萬
4.國家自然科學基金面上項目，51578499，基於各向異性臨界狀態理論和考慮內結構影響的土體本構模擬，2016/01－2019/12，74萬
5.國家自然科學優秀青年基金項目，51322809，岩土與基礎工程，2014/01－2016/12，100萬
6.考慮複雜力學行為下砂土中打入樁性狀研究，國家自然科學基金（No. 51178421），經費總額60萬，2012年1月－2015年12月
7.砂土中樁土剪下帶顆粒破碎細觀特性及其承載力時間效應研究，國家自然科學基金（No. 51011130162），經費總額6.5萬，2010年4月－2012年3月
8.國家自然科學基金青年項目，（50808159），基於宏細觀分析的砂土各向異性本構模擬，2009/01－2011/12，20萬
人物榮譽
2018年8月3日，國家自然科學基金委員會公布2018年度國家傑出青年科學基金建議資助項目申請人名單，其中楊仲軒研究領域的《岩土力學與基礎工程》項目在2018年度國家傑出青年科學基金建議資助項目申請人名單內。
代表性論文
[48] Pan, K., Yang, Z.X., 2018, Evaluation of the liquefaction potential of sand under random loading conditions: equivalent approach versus energy-based method, Journal of Earthquake Engineering, in press.
[47] Yan, Z., Zhang, H.Q., Sun, X.P., Yang, Z.X., 2018, Wave-induced pore pressure response of a silty clay seabed around vertical caisson breakwater, Journal of Testing and Evaluation, ASTM, in press.
[46] Yang, Z.X., Wen, Y.X., Pan, K., 2018, Previbration signature on dynamic properties of dry sand,Journal of Testing and Evaluation, ASTM, in press.
[45] Hu, Z., Yang, Z.X., Wilkinson, S.P., 2018, Reply to the discussion by Ganesh on “Analysis of passive earth pressure modification due to seepage flow effects”, Canadian Geotechnical Journal, in press.
[44] Yang, Z.X., Xu, T.T., Li, X.S., 2018, J-deformation type model coupled with state dependent dilatancy, Computers and Geotechnics, in press.
[43] Pan, K., Yang, Z.X., Xu, T.T., 2018, Undrained anisotropy and shear characteristics of sand: impact of static pre-shearing, International Journal of Geomechanics, 18(12), 04018162.
[42] Yang, Z.X., Chen, D.H., 2018, Advance characterization and modeling of geomaterials and geosystems, International Journal of Geomechanics, ASCE, 18(6), 02018001.
[41] Yang, Z.X., Xu, T.T., Chen, Y.N., 2018, Unified modeling of the influence of consolidation conditions on the monotonic soil response considering fabric evolution, Journal of Engineering Mechanics, ASCE, 144(8), 04018073.
[40] Yan, Z., Wang, Y.Z., Yang, Z.X., Xiao, Z., Pan, K., 2018, A strength degradation model of saturated soft clay and its application in a case study of caisson breakwater, Journal of Zhejiang University-Science A, 19(8), 650-662.
[39] Yang, Z.X., Pan, K., 2018, Quantification of cyclic resistance and pore pressure generation in anisotropically consolidated sand: an energy-based approach, Journal of Materials in Civil Engineering, ASCE, 30(9): 04018203.
[38] Pan, K., Yang, Z.X., 2018, Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand, Acta Geotechnica, 13(2), 473-487.
[37] Hu, Z., Yang, Z.X., Wilkinson, S.P., 2018, Analysis of passive earth pressure modification due to seepage flow effects, Canadian Geotechnical Journal, 55(5), 666-679.
[36] Wang, Y.K., Gao, Y.F., Guo, L., Yang, Z.X., 2018, Influence of intermediate principal stress and principal stress direction on drained behavior of natural soft clay, International Journal of Geomechanics, ASCE, 18(1), 04017128.
[35] Guo, L., Cai, Y.Q., Jardine, R.J., Yang, Z.X., Wang, J., 2018, Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions, Canadian Geotechnical Journal, 55(1): 90-106.
[34] Pan, K., Yang, Z.X., 2018, Undrained behavior of sand under cyclic paths that match storm-wave loading conditions, Marine Georesources & Geotechnology, 36(1), 72-82.
[33] Hu, Z., Yang, Z.X., Wilkinson, S.P., 2017, Active earth pressure acting on retaining wall considering anisotropic seepage effect, Journal of Mountain Science, 14(6), 1202-1211.
[32] Xiong, H., Cai, Y.Q., Yang, Z.X., Chai, J.C., 2017, Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand, Soils and Foundations, 57 (5), 720-732
[31] Yang, Z.X., Pan, K., 2017, Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect, Soil Dynamics and Earthquake Engineering, 92, 68-78.
[30] Yang, Z.X., Guo, W.B., Jardine, R.J., Chow, F., 2017, Design method reliability assessment from an extended database of axial load tests on piles driven in sand, Canadian Geotechnical Journal, 54(1), 59-74.
[29] Chen, Y.N., Yang, Z.X., 2017, A family of improved yield surfaces and their application in modeling of isotropically over-consolidated clays, Computers and Geotechnics, 90, 133-143.
[28] Xie, Y.H., Yang, Z.X., Barreto, D., Jiang, M.D., 2017, The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials, Granular Matter, 19(2): 35.
[27] Cai, Y.Q., Guo, L., Jardine, R.J., Yang, Z.X., Wang, J., 2017, Stress–strain response of soft clay to traffic loading, Géotechnique, 67(5), 446-451.
[26] Yang, Z.X., Wu, Y., 2017, Critical state for anisotropic granular materials: A discrete element perspective,International Journal of Geomechanics, ASCE, 17(2), 04016054.
[25] Xiong, H., Guo, L, Cai, Y.Q., Yang, Z.X., 2016, Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction, European Journal of Environmental and Civil Engineering, 20(4), 431-454.
[24] Dong, Q., Xu, C.J., Cai, Y.Q., Juang, H., Wang, J., Yang, Z.X., Gu, C., 2016, Drained instability in loose granular material, International Journal of Geomechanics, 16(2), 04015043.
[23] Yang, Z.X., Zhao, C.F., Xu, C.J., Wilkinson, S.P., Cai, Y.Q., Pan, K., 2016, Modelling the engineering behaviour of fibrous peat formed due to rapid anthropogenic terrestrialization in Hangzhou, China, Engineering Geology, 215, 25-35.
[22] Yang, Z.X., Jardine, R.J, Zhu, B.T., Rimoy, S., Closure to stresses developed around displacement piles penetration in sand, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 141, 07014038.
[21] Rimoy, S., Silva, M., Jardine, R.J., Yang, Z.X., Zhu, B.T., Tsuha, C.H.C., 2015, Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands, Géotechnique 65(7), 576-589.
[20] Yang, Z.X., Guo, W.B., Zha, F.S., Jardine, R.J., Xu, C.J., Cai, Y.Q., 2015, Field behaviour of driven Pre-stressed High-strength Concrete piles in sandy soils, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 141, 04015020.
[19] Yang, Z.X., Jardine, R.J., Guo, W.B., Chow, F.C., 2015, A new and openly accessible database of tests on piles driven in sands, Géotechnique Letters, 5(1), 12-20.
[18] Zhang, C., Yang, Z.X., Nguyen, G.D., Jardine, R.J., Einav, I., 2014, Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand, Géotechnique Letters, 4, 11-16.
[17] Yang, Z.X., Jardine, R.J, Zhu, B.T., Rimoy, S., 2014, Stresses developed round displacement piles penetrating in sand,Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140, 04013027.
[16] Wang, L.Z., Jiang, H.Y., Yang, Z.X., Xu, Y., Zhu, X.B., 2013, Development of discontinuous deformation analysis with displacement-dependent interface shear strength, Computers and Geotechnics 47, 91-101.
[15] Jardine, R.J., Zhu, B.T., Foray, P.Y., Yang, Z.X., 2013, Interpretation of stress measurements made around closed-ended displacement piles in sand, Géotechnique, 63 (8), 613-627.
[14] Jardine, R.J., Zhu, B.T., Foray, P.Y., Yang, Z.X., 2013, Measurement of stresses around closed-ended displacement piles in sand, Géotechnique, 63 (1), 1-17.
[13] Zhu, Y.X., Chen, W.Q., Yang, Z.X., 2013, Prediction of viscoelastic behavior in asphalt concrete using the fast multipole boundary element method, Journal of Materials in Civil Engineering, ASCE, 25(3), 328-336.
[12] Yang, Z.X., Yang, J., Wang, L.Z., 2013, Micro-scale modeling of anisotropy effects on undrained behavior of granular soils, Granular Matter, 15, 557-572.
[11] Gu, C., Wang, J., Cai, Y.Q., Yang, Z.X., Gao, Y.F., 2012, Undrained cyclic triaxial behavior of saturated clays under variable confining pressure, Soil Dynamics and Earthquake Engineering, 40, 118-128.
[10] Tsuha, C.H.C., Foray, P.Y., Jardine, R.J., Yang, Z.X., Silva, M., Rimoy, S., 2012, Behaviour of displacement piles in sand under cyclic axial loading, Soils and foundations, 52(3), 393-410.
[9] Yang, Z.X., Yang, J., Wang, L.Z., 2012, On the influence of inter-particle friction and dilatancy in granular materials: a numerical analysis, Granular Matter, 14, 433-447.
[8] Zhu, X.Y., Yang, Z.X., Guo, X., Chen, W.Q., 2011, Modulus prediction of asphalt concrete with imperfect bonding between aggregate–asphalt mastic, Composites Part B: Engineering, 42(6), 1404-1411.
[7] Zhang, L., Gong, X.N., Yang, Z.X., Yu, J.L., 2011, Elastoplastic solutions for single piles under combined vertical and lateral loads, Journal of Central South University of Technology, 18(1), 216-222.
[6] Zhu, X.Y., Huang, Z.Y., Yang, Z.X., Chen, W.Q., 2010, Micromechanics-based analysis for predicting asphalt concrete modulus, Journal of Zhejiang University-Science A, 11(6), 415-424.
[5] Yang, Z.X., Jardine, R.J., Zhu, B.T., Foray, P., Tsuha, C.H.C., 2010, Sand grain crushing and interface shearing during displacement pile installation in sand, Géotechnique, 60(6), 469-482.
[4] Huang, Z.Y., Yang, Z.X., Wang, Z.Y., 2008, Discrete element modeling of sand behavior in a biaxial shear test, Journal of Zhejiang University-Science A, 9(9), 1176-1183
[3] Yang, Z.X., Li, X.S. Yang, J. 2008, Interpretation of torsional shear results for nonlinear stress–strain relationship, Int. J. Numer. Anal. Meth. Geomech., 32(10), 1247-1266.
[2] Yang, Z.X., Li, X.S. Yang, J. 2008, Quantifying and modelling fabric anisotropy of granular soils, Géotechnique 58(4), 237–248.
[1] Yang, Z.X., Li, X.S. Yang, J. 2007, Undrained anisotropy and rotational shear in granular soil, Géotechnique 57(4), 371-384.
教學工作
本科生課程
《道橋檢測技術》（與葉貴如教授合作）
研究生課程
《細觀力學及其套用》
《工程材料的本構理論》（與王金昌副教授合作）
