王志丰：男，1986年生，长安大学公路学院，教授、硕导，博导。主要从事岩土及地下工程领域的教学与研究工作。2008年6月毕业于东南大学勘查技术与工程获工学学士学位；2013年9月毕业于上海交通大学岩土工程获博士学位；2014年4月在长安大学公路学院岩隧系担任讲师，同时作为博士后从事科学研究；2016.11被评为长安大学公路学院岩隧系副教授至今；2018.12 - 2019.12 弗吉尼亚理工大学(Virginia Tech)作为访问学者进行交流学习。长期从事岩土及地下工程加固、灾害防治等方面的教学与科研工作。先后主持及参加国家重点研发项目、国家自然科学基金、陕西省自然科学基金、中国博士后科学基金面上及特别资助、陕西省博士后科研资助等项目20余项，发表SCI、EI、核心期刊论文40余篇，申请国家专利近20项，荣获中国公路学会二等奖2项。担任中国岩石力学与工程学会水下隧道工程技术分会理事以及多种国内外著名期刊审稿人。

1科研获奖情况

2 承担科研项目情况

（1）中国博士后第九批特别资助项目，2016T90877，考虑应力水平影响的高压旋喷成桩直径计算理论及其应用，2014/10-2016/10，主持

（2）中国博士后科学基金第57批面上一等资助 2015

（3）陕西省博士后科研项目资助 2015

（4）中国博士后科学基金第九批特别资助 2016

（5）国家自然科学基金（青年基金）2017

（6）陕西省自然科学基金 2019

3 论文发表情况

[1] Wang, Z. F., Shen, S. L., Modoni G., and Zhou A.N. (2020). Excess pore water pressure caused by the installation of jet grouting columns in clay. Computers and Geotechnics, 125: 103667.

[2] Wang, Z. F. and Cheng, W. C. (2020). Predicting jet-grout column diameter to mitigate the environmental impact using an artificial intelligence algorithm. Underground Space, published online.

[3] Wang, Z. F., Shen, S. L., and Modoni G. (2019). Enhancing discharge of spoil to mitigate disturbance induced by horizontal jet grouting in clayey soil: theoretical model and application. Computers and Geotechnics, 111: 222-228.

[4] Wang, Z. F., Cheng, W. C., and Wang, Y. Q. (2019). Quantitative evaluation of ground movements caused by grouting during shield tunnelling in clay. Advances in Civil Engineering, Volume 2019, Article ID 7498367

[5] Wang, Z. F., Cheng, W. C., Wang, Y. Q., & Du, J. Q. (2018). Simple method to predict settlement of composite foundation under embankment. International Journal of Geomechanics, 18(12), 04018158.

[6] Wang, Z. F., Shen, J. S., & Cheng, W. C. (2018). Simple method to predict ground displacements caused by installing horizontal jet-grouting columns. Mathematical Problems in Engineering, Volume 2018, Article ID 1897394, 11 pages.

[7] Wang, Z. F., Cheng, W. C., & Wang, Y. Q. (2018). Investigation into geohazards during urbanization process of Xi’an, China. Natural Hazards, 92(3), 1937-1953.

[8] Wang, Z.F., Bian X., and Wang, Y.Q. Numerical approach to predict ground displacement caused by installing a horizontal jet grout column. Marine Georesources & Geotechnology, 2017, 35(7): 970-977. (SCI)

[9] 王志丰, 沈水龙. 单根水平旋喷桩施工引起周围土体变形的实用计算方法研究. 工程力学, 2017, 34 (5): 78-83. (EI)

[10] 王志丰, 项庆明, 陈德云, 谢永利. 单管旋喷工法成桩半径实用计算方法研究. 长安大学学报(自然科学版), 2017, 37(4): 92-97.

[11] Shen, S.L., Wang, Z.F., and Cheng, W.C. Estimation of lateral displacement induced by jet grouting in clayey soils. Géotechnique, 2017, 67(7): 621-630. (SCI)

[12] Wang, Z.F., Shen, S.L., Cheng, W.C., and Xu, Y.S. Ground fissures in Xi'an and measures to prevent damage to the Metro tunnel system due to geohazards. Environmental Earth Sciences, 2016, 75:511. (SCI)

[13] 王志丰, 王亚琼, 谢永利. 单根水平旋喷桩施工引起地表隆起变形规律研究. 中国公路学报, 2016, 29(7): 117-123. (EI)

[14] 王志丰, 沈水龙, 谢永利. 水平旋喷桩施工引起周围土体变形分析. 岩土力学, 2016, 37(4): 1083-1088. (EI)

[15] Wang, Z.F., Shen, S.L., Yin, Z.Y., and Xu, Y.S. Rapid field evaluation of the strength of cement-stabilized clayey soil. Bulletin of Engineering Geology and the Environment, 2015, 74(4): 991-999. (SCI)

[16] Wang, Z.F., Shen, S.L., Ho, C.E., and Xu, Y.S. Jet grouting for mitigation of installation disturbance.Proceedings of the ICE-Geotechnical Engineering, 2014, 167(6): 526-536.(SCI)

[17] Wang, Z.F., Shen, S.L.,Ho, C.E., and Kim, Y.H. Investigation of field installation effects of horizontal Twin-Jet grouting in Shanghai soft soil deposits, Canadian Geotechnical Journal,2013, 50(3): 288-297. (SCI)

[18] Shen, S.L., Wang, Z.F., Yang, J., and Ho, C.E. Generalized approach for prediction of jet grout column diameter, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2013, 139(12): 2060-2069. (SCI)

[19] Shen, S.L., Wang, Z.F., Sun, W.J., Wang, L.B., and Horpibulsuk, S. A field trial of horizontal jet grouting with composite-pipe method in soft deposit of Shanghai, Tunneling and Underground Space Technology, 2013, 35: 142-151.(SCI)

[20] Shen, S.L., Wang, Z.F., Horpibulsuk, S, and Kim, Y.H. Jet-Grouting with a newly developed technology: Twin-Jet Method, Engineering Geology, 2013, 152(1): 87-95. (SCI) [21] Wang, Z.F., Shen, S.L., Ho, C.E., and Kim, Y.H. Jet grouting practice: an overview, Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2013, 44(4): 88-96. (EI)

[22] 王志丰, 沈水龙, 许烨霜. 基于圆形断面自由紊动射流理论的旋喷桩直径计算方法.岩土工程学报, 2012, 34(10): 1957-1960. (EI)

[23] 王志丰, 沈水龙, 彭少杰, 陈立生, 杨继范. 水平双液旋喷施工对周围环境的影响.岩土工程学报, 2010, 32(supp2): 513-516. (EI)

[24] Wang, Z.F., Shen, S.L., and Yang, J. Estimation of the diameter of jet-grouted column based on turbulent kinematic flow theory.In: Grouting and Deep Mixing 2012, Geotechnical Special Publication No. 228, 2012, 2044-2051. (EI)

[25] Wang, Z.F., Xu, Y.S., and Shen, S.L. Relationship between strength and hardness of cemented-clay soil in Shanghai. In: New Advances in Geotechnical Engineering, 2013, 339-341. (EI)

[26] Shen, S.L, Wang, Z.F., and Ho, C.E. Current state of the art in jet grouting for stabilizing soft soil. GeoShanghai 2014, 107-116. (EI)

[27]王志丰,王亚琼,谢永利.单根水平旋喷桩施工引起地表隆起变形规律研究[J].中国公路学报,2016,29(07):117-123.

[28]王志丰,王亚琼,谢永利.水泥搅拌桩施工引起深层土体水平位移分析[J].建筑科学与工程学报,2016,33(04):90-96.

[29]王志丰,沈水龙,谢永利.水平旋喷桩施工引起周围土体变形分析[J].岩土力学,2016,37(04):1083-1088.

[30]王志丰,王亚琼,谢永利.水平旋喷成桩引起超静孔隙水压力研究[J].西安科技大学学报,2016,36(02):207-212.

[31]王志丰,沈水龙,许烨霜.基于圆形断面自由紊动射流理论的旋喷桩直径计算方法[J].岩土工程学报,2012,34(10):1957-1960.

[32]王志丰,沈水龙,彭少杰,陈立生,杨继范.水平双液旋喷施工对周围环境的影响[J].岩土工程学报,2010,32(S2):513-516.

[33]郭昊天,王志丰,王亚琼.基于有限元强度折减法的路堑高边坡稳定性分析[J].公路,2019,64(11):27-32.

[34]韩立志,王志丰.二重管旋喷工法成桩直径实用计算方法[J].中国公路学报,2019,32(03):128-134.