史江偉，1984年08月生，江蘇句容人，博士，河海大學副教授、碩士生導師。2015年6月獲香港科技大學土木工程學專業博士學位，同年9月入職河海大學岩土工程科學研究所，入選2016年江蘇省“雙創計畫”和2017年“大禹學者計畫”(第四層次)。主持國家自然科學基金青年基金、江蘇省自然科學基金青年基金、中國博士後科學基金特別資助、中國博士後科學基金面上資助等各1項。發表SCI論文18篇，第一或通訊作者SCI論文13篇，其中美國環境岩土工程學報《Journal of Geotechnical and Geoenvironmental Engineering》和加拿大岩土工程學報《Canadian Geotechnical Journal》期刊論文8篇。
基本介紹
- 中文名：史江偉
- 畢業院校：香港科技大學
- 學位/學歷：博士
- 專業方向：土木工程學
- 職務：河海大學碩士生導師
人物經歷,研究方向,主講課程,獲獎榮譽,主要貢獻,
人物經歷
2018.07—至今，河海墓辨邀大學，土木與交通學院，岩土工程科學研究所，副教授
2016.05—至今，河海大學，土木工程，博士後，合作導師：朱俊高教授
2015.09—2018.06，河海大學，土木與交通學院，岩土工程科學研究所，講師
2015.02—2015.09，香港科技大學，探笑府土木與環境工程系，訪問學者
研究方向
土—結構（基坑、樂漏項達隧道和地下管線）相互作用機理、地基處理
主講課程
《土力學》、《土力學實驗》和《堤防與邊坡工程》
獲獎榮譽
(1) 2017年 河海大學“大禹學者計畫”第四層次
(2) 2016年 江蘇省“雙創計畫”雙創博士
(3) 2011年 江蘇省優秀碩士學位論文
(4) 2011年 河海大學優秀碩士學位論文
主要貢獻
主持科研項目：
(1) 國套多家自然舉樂嚷科學基金青年基金項目：黏土地層中深刪埋厚基坑開挖引起鄰近既有隧道長期變形及超孔壓消散機理研究，2017.01~2018.12。
(2) 江蘇省自然科學基金青年基金項目：隧道開挖引起上覆非連續接口管線轉角和彎矩的機理研究，2016.07~2019.06。
(3) 江蘇省“雙創博士”（世界名校類）自由探索項目，2017/01-2019/12
(4) 中國博士後科學基金特別資助項目：隧道開挖面主被動失穩引起管線三維漸進變形機理研究，2017.06~2019.05。
(5) 中國博士後科學基金面上項目：隧道開挖作用下承插式接口非連續管線變形機理研究，2016.09~2018.08。
(6) 江蘇省博士後基金：地震正斷層作用下既有地下管線變形的機理研究，2016.06~2018.05。
代表性期刊論文堡榜市慨(*通訊作者)：
(1) Shi, J.W., Zhang, X., Chen, Y.H.*, and, Chen, L. Numerical parametric study of countermeasures to alleviate basement excavation effects on an existing tunnel. Tunnelling and Underground Space Technology, 2018, 72: 145-153. (SCI).
(2) Shi, J.W., Wang, Y., Chen, Y.H*. A simplified method to estimate curvatures of continuous pipelines induced by normal fault movement. Canadian Geotechnical Journal, 2018, 55(3):343-352. (SCI).
(3) Shi, J.W.*, Ng, C W.W., Chen, Y.H. A simplified method to estimate three-dimensional tunnel responses to basement excavation. Tunnelling and Underground Space Technology, 2017, 62: 53-63. (SCI).
(4) Shi, J.W.*, Wang, Y., Ng, C.W.W. Three-dimensional centrifuge modeling of ground and pipeline response to tunnel excavation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2016, 142(11): 04016054. (SCI).
(5) Shi, J.W.*, Wang, Y., Ng, C.W.W. Numerical parametric study of tunneling–induced joint rotation angle in jointed pipelines. Canadian Geotechnical Journal, 2016, 53(12): 2058-2071. (SCI).
(6) Shi, J.W.*, Ng, C W.W., Chen, Y.H. Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel. Computers and Geotechnics, 2015, 63:146-158. (SCI).
(7) Shi, J.W.*, Liu, G.B., Huang, P., Ng, C.W.W. Interaction between a large triangular excavation and adjacent structures in Shanghai soft clay. Tunnelling and Underground Space Technology, 2015, 50: 282-295. (SCI).
(8) Shi, J.W., Wang, Y.*, Ng, C.W.W. Buried pipeline responses to ground displacements induced by adjacent static pipe bursting. Canadian Geotechnical Journal, 2013, 50(5): 481-492. (SCI).
(9) Ng, C.W.W., Shi, J.W.*, Mašín, D., Sun, H.S., Lei, G.H. Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation. Canadian Geotechnical Journal, 2015, 52(11):1811-1829. (SCI).
(10) Ng, C.W.W., Shi, J.W.*, Hong, Y. Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand. CanadianGeotechnical Journal, 2013, 50(8): 874-888. (SCI).
(11) Wang, Y.*, Shi, J.W., Ng, C.W.W. Numerical modeling of tunnelingeffect on buried pipelines. Canadian Geotechnical Journal, 2011, 48(7): 1125-1137. (SCI).
(12) Liu, G.B., Huang, P., Shi, J.W.*, Ng, C.W.W. Performance of a deep excavation and its effects on adjacent tunnels in Shanghai soft clay. Journal of Performance of Constructed Facilities, ASCE, 2016, 30(6): 04016041. (SCI).
(13) Ng, C.W.W., Sun, H.S., Lei, G.H., Shi, J.W.*, Mašín, D. Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation. Canadian Geotechnical Journal, 2015, 52(11):1685-1698. (SCI).
(14) 史江偉*, 陳麗. 不均勻土體位移引起既有地下管線彎曲變形研究[J]. 岩土力學, 2017, 38(4): 1164-1170. (EI).
(15) Shi, J.W.*, Chen, Y.H., Ng, C.W.W. Influence of aspect ratio of basement on three-dimensional tunnel responses due to overlying excavation. 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (15ARC) 2015, Fukuoka, Japan, 9-13 November 2015. (EI).
(16) 史江偉, 朱俊高*, 張丹.橢圓-拋物雙屈服面模型參數靈敏度分析[J]. 岩土力學, 2011, 32 (1): 70-76. (EI).
(17) 朱俊高*, 史江偉, 羅學浩, 徐佳成. 密度對砂土應力應變強度特性影響試驗研究[J]. 岩土工程學報, 2016, 38(2):336-341. (EI).
(2) Shi, J.W., Wang, Y., Chen, Y.H*. A simplified method to estimate curvatures of continuous pipelines induced by normal fault movement. Canadian Geotechnical Journal, 2018, 55(3):343-352. (SCI).
(3) Shi, J.W.*, Ng, C W.W., Chen, Y.H. A simplified method to estimate three-dimensional tunnel responses to basement excavation. Tunnelling and Underground Space Technology, 2017, 62: 53-63. (SCI).
(4) Shi, J.W.*, Wang, Y., Ng, C.W.W. Three-dimensional centrifuge modeling of ground and pipeline response to tunnel excavation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2016, 142(11): 04016054. (SCI).
(5) Shi, J.W.*, Wang, Y., Ng, C.W.W. Numerical parametric study of tunneling–induced joint rotation angle in jointed pipelines. Canadian Geotechnical Journal, 2016, 53(12): 2058-2071. (SCI).
(6) Shi, J.W.*, Ng, C W.W., Chen, Y.H. Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel. Computers and Geotechnics, 2015, 63:146-158. (SCI).
(7) Shi, J.W.*, Liu, G.B., Huang, P., Ng, C.W.W. Interaction between a large triangular excavation and adjacent structures in Shanghai soft clay. Tunnelling and Underground Space Technology, 2015, 50: 282-295. (SCI).
(8) Shi, J.W., Wang, Y.*, Ng, C.W.W. Buried pipeline responses to ground displacements induced by adjacent static pipe bursting. Canadian Geotechnical Journal, 2013, 50(5): 481-492. (SCI).
(9) Ng, C.W.W., Shi, J.W.*, Mašín, D., Sun, H.S., Lei, G.H. Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation. Canadian Geotechnical Journal, 2015, 52(11):1811-1829. (SCI).
(10) Ng, C.W.W., Shi, J.W.*, Hong, Y. Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand. CanadianGeotechnical Journal, 2013, 50(8): 874-888. (SCI).
(11) Wang, Y.*, Shi, J.W., Ng, C.W.W. Numerical modeling of tunnelingeffect on buried pipelines. Canadian Geotechnical Journal, 2011, 48(7): 1125-1137. (SCI).
(12) Liu, G.B., Huang, P., Shi, J.W.*, Ng, C.W.W. Performance of a deep excavation and its effects on adjacent tunnels in Shanghai soft clay. Journal of Performance of Constructed Facilities, ASCE, 2016, 30(6): 04016041. (SCI).
(13) Ng, C.W.W., Sun, H.S., Lei, G.H., Shi, J.W.*, Mašín, D. Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation. Canadian Geotechnical Journal, 2015, 52(11):1685-1698. (SCI).
(14) 史江偉*, 陳麗. 不均勻土體位移引起既有地下管線彎曲變形研究[J]. 岩土力學, 2017, 38(4): 1164-1170. (EI).
(15) Shi, J.W.*, Chen, Y.H., Ng, C.W.W. Influence of aspect ratio of basement on three-dimensional tunnel responses due to overlying excavation. 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (15ARC) 2015, Fukuoka, Japan, 9-13 November 2015. (EI).
(16) 史江偉, 朱俊高*, 張丹.橢圓-拋物雙屈服面模型參數靈敏度分析[J]. 岩土力學, 2011, 32 (1): 70-76. (EI).
(17) 朱俊高*, 史江偉, 羅學浩, 徐佳成. 密度對砂土應力應變強度特性影響試驗研究[J]. 岩土工程學報, 2016, 38(2):336-341. (EI).
