洪義

洪義，浙江大學建築工程學院副教授，博士生導師。2012年獲香港科技大學岩土工程專業博士學位，主要研究方向為海洋岩土工程防災減災。圍繞含淺層氣地層中重大基礎設施災變及防控，主要研究：①濱海含生物氣土靜動力特性，②含氣海床和海洋基礎靜動相互作用，③含淺埋高壓生物氣地層氣力劈裂災變機制。主持國家自然科學基金(面上、青年各1項)、浙江省“錢江人才”基金、浙江省自然科學基金(面上)等7個科研項目,參與科技部重點研發計畫1項。出版英文專著1部，參編中英文專著各1部，發表/錄用SCI論文27篇，合做國際大會主題報告3次，獲國際土力學與岩土工程學會(ISSMGE)四年一屆的優秀岩土青年獎,獲浙江省科技進步二等獎1項。現為國際土力學與岩土工程學會(ISSMGE)困難軟土地層基礎工程技術委員會(TC214)委員，擔任Géotechnique、Journal of Geotechnical and Geoenvironmental Engineering (ASCE)和Canadian Geotechnical Journal等十餘個國際期刊的審稿人。

研究興趣

[1] 濱海含生物氣土靜動力特性

[2] 含氣海床和海洋基礎靜動相互作用

[3] 含淺埋高壓生物氣地層氣力劈裂災變機制

學術兼職

[1] 國際土力學和岩土工程學會(ISSMGE)會員

[2] 國際土力學與岩土工程學會(ISSMGE)困難軟土地層基礎工程技術委員會(TC214)委員

[3] Géotechnique、Journal of Geotechnical and Geoenvironmental Engineering (ASCE)和 Canadian Geotechnical Journal等十餘個國際期刊的審稿人

[4] 中國岩土工程防震減災青工委委員

[5] 浙江省地下工程學委會會員

主要獎勵和榮譽

[1] 國際土力學與岩土工程學會(ISSMGE)四年一屆的“傑出岩土工程青年獎”(ISSMGE Outstanding Young Geotechnical Engineer Award)

[2] 獲浙江省科技進步二等獎(7/13)

[3] 浙江大學建築工程學院“最喜愛的老師”(2016)等榮譽稱號

[4] 2017年大型儀器共享服務優秀機組

教學工作

[1] 《土力學》(本科)

[2] 《基礎工程》(本科)

[3] 《工程彈塑性力學》(研究生)

[4] 《Critical State Soil Mechanics》(研究生.全英文)

主持的科研項目：

[1] 國家自然科學基金面上項目 (No. 51779221) 含氣粘土循環弱化宏細觀機制及其海洋樁基循環特性影響 2018.1-2021.12

[2] 國家自然科學基金青年項目 (No. 51408540) 超深基坑承壓水突涌破壞演化機理及控制 2015.1-2017.12

[3] 浙江省自然科學基金面上項目 (No. Y17E090016) 富含生物氣軟黏土海床中吸力錨沉貫與循環抗拔承載失效機理研究 2017.1-2019.12

[4] “錢江人才”計畫 (No. QJD1602028) 考慮“樁徑效應”的海上風機單樁基礎變形及承載特性研究 2017.01-2020.01

[5] 中央高校基本科研業務費專項資金(No.2016QN4022) 極端循環荷載作用下軟弱海床風機基礎災變機理 2016.3-2018.3

[6] 中國博士後基金面上項目(一等)(No. 2013M540494) 承壓水基坑塑性破壞機理研究 2008.01-2014.01

主參的科研項目：

[1] 2018年重點研發計畫項目 (No.2018C03031) 含淺層氣地層中重大基礎設施災變防控關鍵技術與示範 2018.1-2021.12

[2] 國家重點研發計畫 (No. 2016YFC0800204) 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 2017.01-2021.12

學術專著：

[1]Y. Hong and L. Z. Wang. Deformation and failure mechanism of excavation in clay. Hydraulic uplift. Springer., ISBN 978-3-662-46506-6, 248 p. (共29萬字，本人撰寫20萬字)

[2] Subhamoy Bhattacharya, L.Z. Wang ,J.W. Liu, Y. Hong. Wind Energy: A hand book for onshore and offshore turbines, ISBN 978-0-12-809451-8 [Elsevier] Chapter 13 Civil Engineering challenges associated with design of Offshore Wind Turbines with special reference to China.

主要學術論文：

[1] Y. Hong, L.Z. Wang, Charles W.W. Ng, and B. Yang (2017). Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil. Canadian Geotechnical Journal. 54: 1592–1600 (SCI, EI)

[2] Y. Hong, B. He, L.Z. Wang, Z. Wang, C.W.W. Ng, David Masin (2017). Cyclic lateral response and failure mechanisms of a semi-rigid pile in soft clay: centrifuge tests and numerical modelling. Canadian Geotechnical Journal. 54(6):806–824(SCI, EI)

[3] L. Z. Wang, K. J. Wang, Y. Hong*(通訊作者) (2016). Modelling temperature-dependent behaviour of soft clay. Journal of Engineering Mechanics, 142(8) :1-13.(SCI, EI)

[4] Y. Hong, R. C. Koo, C. Zhou, C. W. W. Ng, L. Z. Wang (2016). Small strain path-dependent stiffness of Toyoura sand: laboratory measurement and numerical implementation. International Journal of Geomechanics. 17 (1) :1-10.(SCI, EI)

[5] Y. Hong, C. W. W. Ng, Y.M. Chen, L.Z. Wang, V. S.Y. Chan (2016). Field study ofdowndrag and dragload of bored piles in consolidating ground. Journal of Performance of Constructed Facilities, 30(3): 04015050. (SCI, EI)

[6] C. W. W. Ng, Y. Hong*(通訊作者), M.A. Soomro (2015). Effects of piggyback twin tunnelling on a pile group: 3D centrifuge tests and numerical modelling. Géotechnique. 65(1), 38-51. (SCI, EI)

[7] C. W. W. Ng, Y. Hong*(通訊作者), Liu, G. B. Liu, T. (2012). Ground deformations and soil-structure interaction of a multi-propped excavation in Shanghai soft clays.

Géotechnique. 63(12), 912-1007. (SCI, EI).

[8] Y. Hong, C. W. W. Ng, L. Z. Wang (2015). Initiation and failure mechanism of base instability of excavations in clay triggered by hydraulic uplift. Canadian Geotechnical Journal. 52(5), 599-608. (SCI, EI)

[9] Y. Hong, M.A. Soomro, C. W. W. Ng (2015). Settlement and load transfer mechanism of a pile group due to side-by-side twin tunneling. Computers and Geotechnics. 64, 105-119. (SCI, EI)

[10]Y. Hong, M.A. Soomro, C. W. W. Ng, L. Z. Wang, J. J. Yan and B Li (2015). Tunnelling under pile groups and rafts: Numerical parametric study on tension effects. Computers and Geotechnics. 68, 54-65. (SCI, EI)

[11]Y. Hong, J.P. Wang, D.Q. Li, Z.J. Cao, C.W.W. Ng, P. Cui (2015). Statistical and probabilistic analyses of impact pressure and discharge of debris flow from 139 events during 1961 and 2000 at Jiangjia Ravine, China. Engineering Geology. 187, 122-134. (SCI, EI)

[12]Y. Hong, C. W. W. Ng, G. B. Liu, T. Liu (2015). Three-dimensional deformation behaviour of a multi-propped excavation at a "greenfield" site in Shanghai soft clay. Tunnelling and Underground Space Technology. 45, 249-259. (SCI, EI)

[13]Y. Hong, Ng, C. W. W. (2013). Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift. Canadian Geotechnical Journal. 50(2), 153-164. (SCI, EI)

[14]L.Z. Wang, H. Wang, B. Zhu andY. Hong* (通訊作者) (2018) Comparison of monotonic and cyclic lateral response between monopod and tripod bucket foundations in medium dense sand. Ocean Engineering. 15: 88-105. (SCI, EI).

[15]B. He, L.Z. Wang, Y. Hong*(通訊作者) (2017) Field testing of one-way and two-way cyclic lateral responses of single and jet-grouting reinforced piles in soft clay. Acta Geotechnica. 12 (5): 1-14

[16]B. He, L. Z. Wang, Y. Hong* (通訊作者) (2016). Capacity and failure mechanism of laterally loaded jet-grouting reinforced pile: field and numerical investigation. Science China Technological Sciences. 59(5), 763-776 (SCI, EI)

[17]L.Z. Wang, K.X. Chen, Y. Hong* (通訊作者), C. W.W. Ng (2015). Effect of consolidation on responses of a single pile subjected to lateral soil movement. Canadian Geotechnical Journal. 52(6), 769-782. (SCI, EI)

[18]M.A. Soomro, Y. Hong* (通訊作者), C. W. W. Ng, H. Lu, S. Y. Peng (2015). Load transfer mechanism in pile group due to single tunnel advancement in stiff clay. Tunnelling and Underground Space Technology. 45, 63-72. (SCI, EI)

[19]B. Li, Y. Hong* (通訊作者), B. Gao, T. Y. Qi, Z. Z. Wang, J. M. Zhou.(2015) Numerical parametric study on stability and deformation of tunnel face reinforced with face bolts. Tunnelling and Underground Space Technology. 47, 73-80. (SCI, EI)

[20]C. W. W. Ng, M.A. Soomro, Y. Hong*(通訊作者) (2014). Three-dimensional centrifuge modelling of pile group responses to side-by-side twin tunneling. Tunnelling and Underground Space Technology. 43, 350-361. (SCI, EI)

[21]G. B., Liu, J., Jiang, C. W. W. Ng, Y. Hong* (通訊作者) (2011), Deformation characteristics of a 38m deep excavation in soft clay. Canadian Geotechnical Journal. 48(12), 1817-1828. (SCI, EI).

[22]C. Wu, X. Chen. Y. Hong, Xu. R, & Yu. D (2018). Experimental investigation of the tensile behavior of rock with fully grouted bolts by the direct tensile test. Rock Mechanics & Rock Engineering. 51 (6), 1-7.

[23]Kurugodu, H.V., Bordoloi, S.,Y. Hong, Sreedeep, S., Gandomi, A.H. (2018).Genetic programming for soil-fiber composite assessment. Advances in Engineering Software. 122 :50-61. (SCI, EI).

[24]汪軼群, 洪義, 國振, 王立忠. (2018) 南海鈣質砂宏細觀破碎力學特性試驗研究. 岩土力學. 39(1): 199-206.

[25]王寬君, 洪義, 王立忠, 李玲玲.(2017).不排水升溫條件下黏性土孔壓回響. 岩石力學和工程學報. 36 (9). 2288-2296.

[26]孫廉威, 秦建設, 洪義, 王立忠，趙長軍，秦肖. (2017). 地面堆載下盾構隧道管片與環縫接頭的性狀分析. 浙江大學學報(工學版).51(8). 1509-1518.

[27]R.Z. Liang, T.D. Xia, Y. Hong, F. Yu. (2016). Effects of above-crossing tunnelling on the existing shield tunnels.Tunnelling and Underground Space Technology. 58: 159-176

[28]Y. Huang, Z. Quo,Y. Hong, (…) Tang, L., Wang, L. Investigations on dynamic reponses of offshore wind turbine supported by monopile in sand. Proceedings of the 12th ISOPE Pacific-Asia Offshore Mechanics Symposium, PACOMS 2016

[29]何奔, 王歡, 洪義, 王立忠, 趙長軍, & 秦肖. (2016). 豎向荷載對黏土地基中單樁水平受荷性能的影響. 浙江大學學報(工學版), 50(7), 1221-1229.

[30]C. W. W. NG,Y. Hong. Novel In-flight Modelling Techniques Recently Developed at HKUST. The 2 Asian Conference on Physical Modelling in Geotechnics, Shanghai, China,30 Nov. – 2 Dec. 2016, p.1-15. (Keynote lecture)

[31]L.Z. Wang, B. He, Y. Hong, Z. Guo, L.L., Li (2015). Field tests of the lateral monotonic and cyclic performance of jet-grouting reinforced cast-in-place piles. Journal of Geotechnical and Geo-environmental Engineering, ASCE. 141(5), 06015001. (SCI, EI).

[32]C.W.W. Ng, J. Shi, and Y. Hong (2013). Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand. Canadian Geotechnical Journal, 50(8): 874–888，2013. (SCI, EI)

[33]C.W. W. Ng, Y. Hong. Role of geotechnical centrifuge modelling in advancing research and engineering design. Proceedings of 21st biennial National Congress on Soil Mechanics and Geotechnical Engineering of the Argentinan Geotechnical Society, 2012, p. 49-72 (keynote lecture).

[34]C.W. W. Ng, Y. Hong. Centrifuge modelling in geotechnics: research, design and forensic study,Proceeding of Indian Geotechnical Conference (IGC-2012), New Delhi India, 13-15 Dec. v.1, p. 1-20. (Keynote lecture)

[35]Y. Hong and C.W. W. Ng. In-flight simulation of a multi-propped excavation de-stabilised by an underlying aquifer. Proceedings of the 14 Asian Region Conference on Geotechnical Engineering, 2011.04, Hong Kong. (EI)

專利及著作權：

[1] 吳宏偉，洪義,用於土工離心機中模擬高速公路建造的裝置及方法,201410745332.2,授權日期:2017.01.12

[2] 洪義，王立忠，王歡，國振,一種套用於同時測量軟黏土剛度和強度的觸探器201510022089.6,授權日期:2017.04.13

[3] 洪義，王立忠，楊斌，一種海底含氣軟黏土的製作裝置，201620870857.3，授權日期:2017.01.01

[4] 嚴佳佳，董梅，洪義，傅了一，王寶峰，室內空心圓柱重塑粘土試樣壓縮製備裝置及其方法，201610161290.7，授權日期:2018.06.19

[5] 劉亞競，王立忠，洪義，上海隧道工程有限公司，同時計算深基坑變形和抗隆起穩定性的軟體V1.0，2017SR600666，授權日期:2017.11.02

參考資料：

浙江大學濱海和城市岩土工程研究中心教工信息