
师海
博士 、副教授
博士 、副教授
办公电话:010-51683351 | 电子邮件: shihai@bjtu.edu.cn |
通讯地址:北京市海淀区上园村3号北京交通大学土木工程楼815 | 邮编:100044 |
主要研究方向为:(1)路基健康监测、诊断与病害整治;(2)地面塌陷及岩溶地灾防控;(3)交通基础设施智能监测与感知识别; (4)无损检测技术与装备研发
主要主持项目:
主要参与项目:
[1] Hai Shi,Qinglong Zhang, Mingzhou Bai, et.al. Rock deformation under various degrees of karst development [J]. ASCE’s Journal of Performance of Constructed Facilities,2019. 33(5): 04019052. (SCI)
[2] Hai Shi,Quanming Li, Qinglong Zhang, et.al. Mechanism of shallow soil-cave type karst collapse induced by water inrush in underground engineering construction[J]. ASCE’s Journal of Performance of Constructed Facilities,2020, 34(1):04019091. (SCI)
[3] Hai Shi,Mingzhou Bai. Mechanics parameter optimization and evaluation of curtain grouting material in deep, water-rich karst tunnels [J]. Advances in Materials Science and Engineering,2017. (SCI)
[4] Hai Shi,Mingzhou Bai,Chao Li,Yunlong Zhang. Correspondence Analysis of Soil around Micro-pile Composite Structures under Horizontal Load[J]. Mathematical problems in engineering.2015. (SCI)
[5] Hai Shi, Mingzhou Bai, et. Exploration in monitoring the shield excavation of adjacent bridge pier based on three-dimensional laser scanning technology [J].International Journal of Earth sciences and engineering. 2014,10(5): 43-49. (SCI)
[6] 师海,白明洲,王成亮,谭德庆等.复杂地质条件下岩溶隧道变形预测方法优化的探讨[J].现代隧道技术.2013,10(5):43-49
[7] Yiming Xiang, Hai Shi.Analysis on horizontal bearing capacity based on catastrophe theory of anti-slide micropiles[J]. International Journal of Earth sciences and engineering. 2015,(4).
[8] 白明洲,陈云,师海. 山岭隧道施工诱发地下水位下降环境风险的模糊综合评价[J]. 铁道工程学报,2016(01):5-10.
[9] Bai Mingzhou, Tian Gang, Shi Hai et. The three-dimensional imaging technology and its improvement for geological structure based on the TRT system[J]. Chinese journal of geophysics, 2016, 59(5):2684-2693. (SCI)
[10] Gang Tian, Mingzhou Bai,Hai Shi. Analysis and Comprehensive validation studies on the TRT detection of the grouting effect in karst tunnels[J]. International Journal of Earth sciences and engineering. 2015,10(5):1962-1970.
[11] 师海,白明洲,许兆义等. 基于突变理论的岩溶隧道与隐伏溶洞安全距离分析[J]. 现代隧道技术.2016,8(04):61-69.
[12] 师海,白明洲等.三维激光扫描技术在复杂地质岩溶隧道岩体信息获取中的优化探讨[J].测绘工程.2015,24(6):4-9.
[13] 丁习富,师海,孟小伟. 深基坑开挖与紧邻在建地铁车站影响优化分析[J]. 地下空间与工程学报,2014(S2):1817-1822.
地质缺陷无损检测系统和方法,专利号:ZL 2015 1 0224743.1,排名第1;
一种地铁施工期地质缺陷弹性波CT探测系统和方法,专利号:ZL 201520285913.2,排名第1;
一种地震波触发设备及地震波触发、检测系统,专利号:ZL 2015 2 0232313.x,排名第1;
一种表面位移监测系统,专利号:ZL 2014 2 0852149.8,排名第5;
一种用于边坡检测的地质雷达天线有轨牵引系统,专利号:ZL 2015 2 0333028.7,排名第3;
一种模拟多因素共同作用的路面试验装置,专利号:ZL 2016 2 1321528.X,排名第4;
对地基孔隙水压力进行监测的装置,专利号:ZL 2016 2 1321528.X,排名第4;
一种用于地基孔隙水压力监测的集成封装式探测系统,专利号:ZL 2016 2 0159787.0,排名第5;
一种水中结构物平衡装置,专利号:ZL 2020201551623,排名第5;
一种水中结构物平衡装置及方法,专利号:ZL 2020100823818,排名第5;
一种基于快速预压固结处理水下软土地基的复合基础,专利号:ZL 2019111262528,排名第5;
一种散粒体材料制样装置, 专利号:ZL 2020200488181,排名第6;
一种散粒体材料制样装置及方法,专利号:ZL 2020100291977,排名第6.