孙书伟，男，汉族，中共党员，河南洛阳人，1980年12月生，中国矿业大学（北京）教授、博士生导师。主要从事边坡稳定、灾害防治及矿山工程力学等领域的教学与科研工作。主持国家重点研发计划课题1项，国家自然科学基金2项，校企合作项目10余项，参与国家重点研发计划课题、国家自然科学基金重点项目、科技部科研院所技术开发专项基金、社会公益研究专项基金等项目30余项。发表SCI、EI检索论文60余篇，出版著作2部，获得授权国家发明专利10项。获甘肃省科技进步奖一等奖、冶金科学技术一等奖以及中国煤炭工业科学技术二等级等。
Dr. Shuwei Sunis the Professor at the School of Energy and Mining Engineering of China University of Mining and Technology (Beijing). Formerly, he received his BA at East China Jiaotong Univerisy, and MA/PhD at China Academy of Railway Sciences, and was Post-doctoral Fellow at the department of Hydraulic Engineering of Tsinghua University. He has held the Government-sponsored visiting scholar position in Colorado School of Mines in the USA. Dr. Shuwei Sun’s main research interests are in Slope Stability Analyses, Slope Reinforcements and Rock Mass Mechanics. He has been involved in several slope stabilization and open pit mining projects while working in China and the USA. He is a member of the International Society of Soil Mechanics and Geotechnical engineering. Dr. Shuwei Sun has authored 2 books and over 60 refereed journal papers, including selected 15signatures as follows.
[1] Shu-Wei Sun, Ben-Zhen Zhu, Jia-Chen Wang. Design method for stabilization of earth slopes with micropiles. Soils and Foundations, 2013, 53(4): 487-497. (SCI, EI)
[2] Shuwei Sun, Fu-quan Chen, Wei Wang. Mechanism and remediation of a seismically induced landslide with a potential for deep seated sliding. Soil Mechanics and Foundation Engineering, 2015, 52(3): 155-162. (SCI, EI)
[3] Shu-Wei Sun, Wei Wang, Fu Zhao. Three-dimensional stability analysis of a homogeneous slope reinforced with micropiles. Mathematical Problems in Engineering, vol. 2014, Article ID 864017, 1-11, 2014. (SCI, EI)
[4] Shuwei Sun, Jiachen Wang，Jing Zheng. Analysis of a railway embankment landslide induced by the Wenchuan earthquake, China. Soil Mechanics and Foundation Engineering, 2013, 50(2): 56-60. (SCI, EI)
[5] Shuwei Sun, Fu Zhao, Kui Zhang. Stability of slopes reinforced with truncated piles. Advances in Materials Science and Engineering, 2016, Article ID **, 1-16. (SCI, EI)
[6] Shuwei Sun, Benzhen Zhu, Bian Xiaolin. Strength reduction analysis for the stability of pile-slope system. Adv. Sci. Let., 2011, 8: 3146-3150. (SCI)
[7]孙书伟,朱本珍,马惠民.典型顺层高边坡工程病害特性地质力学模型试验研究.岩土工程学报, 2008, 30(9): 1349-1355. (EI Compendex)
[8]孙书伟,朱本珍,郑静.基于极限抗力分析的微型桩群加固土质边坡设计方法.岩土工程学报, 2010, 32(11): 1664-1669.（EI Compendex）
[9]孙书伟,王卫,朱本珍.高路堤预应力锚索桩板墙承载特性分析.岩土工程学报, 2015, 37(10): 1818-1825.（EI Compendex）
[10]孙书伟,陈冲,丁辉等.微型桩群加固土坡稳定性分析.岩土工程学报, 2014, 36(12): 2306-2314.（EI Compendex）
[11]孙书伟,朱本珍,马惠民等.微型桩群与普通抗滑桩抗滑特性的室内对比试验研究.岩土工程学报, 2009, 31(10): 1564-1570.（EI Compendex）
[12]孙书伟,朱本珍,马惠民.框架微型桩抗滑特性的室内试验研究.岩石力学与工程学报, 2010, 29(s1): 3039-3044. (EI Compendex）
[13]孙书伟,马惠民,张忠平.顺层高边坡开挖松动区研究.岩土力学. 2008, 29(6): 1665-1668. (EI Compendex)
[14]孙书伟,张奎,朱本珍.微型桩加固土坡极限抗力分析方法.中国公路学报, 2018, 31(2): 115-123. (EI 20**2)
[15]孙书伟，林杭，任连伟. FLAC3D在岩土工程中的应用[M].北京：中国水利水电出版社，2011年6月.