高级实验师
硕士生导师
入职时间：1997-06-01
所在单位：土木工程学院
学历：博士研究生毕业
性别：男
联系方式：5822673@qq.com
学位：工学博士学位
在职信息：在职
毕业院校：中南大学
学科：土木工程
访问量：
最后更新时间：..
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[1]徐希武,雷金山,杨秀竹,等.改进型自锁预应力锚索锚固性能试验研究[J/OL].西南交通大学学报,1-12.https://link.cnki.net/urlid/51.1277.U.20260312.1251.002., 2026
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[2]张桂清,杨秀竹,雷金山,等.爆破荷载作用下邻近运营隧道衬砌安全性影响分析[J].施工技术(中英文),2025,54(01):39-45., 2025
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[3]Chen, Y., He, L., Lei, J., Yang, X., Zhang, Y., Jin, X., Li, J., & Li, X. (2025). Foundation Pits in Layered Slate at Different Inclination Angles: Study of Deformation Laws. Applied Sciences, 15(22), 11986.doi.org/10.3390/app152211986, 2025
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[4]Tang Wenpeng, Zhang Yongguan, Lei Jinshan, Yang Xiuzhu, Li Xilai, Huang Xinyue,（2025）Study on deformation laws of layered slate tunnels under different dip angles and water saturation,Results in Engineering,Volume 28,2025,107879.doi.org/10.1016/j.rineng.2025.107879., 2025
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[5]Xin Yin, Quansheng Liu, Jinshan Lei, Yucong Pan, Xing Huang, Yiming Lei,（2024）Hybrid deep learning-based identification of microseismic events in TBM tunnelling,Measurement,Volume 238,2024,115381.doi.org/10.1016/j.measurement.2024.115381., 2024
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[6]Xiuzhu Yang, Xilai Li, Yongguan Zhang et al. （2024）DEM-based study on mechanical behavior and strength criterion in layered slate under triaxial compression, 03 May 2024, PREPRINT (Version 1) available at Research Square.doi.org/10.1007/s12665-024-11795-9, 2024
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[7]Zonglin Xie, Gongkun Xiang, Fuwen Zhong, Yi Tian, Haiyang Li, Jinshan Lei, Qiang Yuan,（2024）Unveiling the impact of organic phase aging on the long-term damping capacity of cement-styrene butadiene rubber composites,Construction and Building Materials,Volume 437,2024,136916.doi.org/10.1016/j.conbuildmat.2024.136916., 2024
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[8]Yang, X., Li, J., Zhang, Y., Lei, J., Li, X., Huang, X., & Xu, C. (2024). Experimental Study on Mechanical Properties of Anisotropic Slate under Different Water Contents.？Applied Sciences,？14(4), 1473. doi.org/10.3390/app14041473, 2024
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[9]李汐来,雷金山.某深基坑支护锚固失效应急抢险对策分析[J].土工基础,2023,37(04):570-573+583., 2023
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[10]彭柏兴;王会云;王小平;肖剑;贾永生;雷金山;刘和平;闫兵;杨文杰.长沙冰雪世界高陡边坡工程地质特征及其稳定性评价[J].城市勘测,2021,(05):181-187., 2021
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[11]郭咏辉,雷金山,陈菲,等.风化板岩地区基坑双排桩的数值模拟研究[J].土工基础,2021,35(04):449-452., 2021
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[12]管锋,魏度强,雷金山,等.地层空洞影响下地铁盾构隧道衬砌结构响应试验研究[J].铁道科学与工程学报,2022,19(02):461-469.DOI:10.19713/j.cnki.43-1423/u.t20210112., 2021
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[13]Man Zhou, Xiaolong Su, Jinshan Lei, Shujun Fang,（2020）Foundation reinforcement and deviation rectification of the leaning pagoda of Dinglin Temple, China,Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, Volume 173, Issue 6,2020,Pages 473-484, doi.org/ 10.1680/jgeen.19.00028., 2020
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[14]Yang, Xz., Zhang, Yq., Lei, Js., Jiang, Ly., Dai, Jd., Wu, Jl. (2020). Study on the Stress Deformation Behaviour of Half-Cover Excavation. In: Tutumluer, E., Chen, X., Xiao, Y. (eds) Advances in Environmental Vibration and Transportation Geodynamics. Lecture Notes in Civil Engineering, vol 66. Springer, Singapore. doi.org/10.1007/978-981-15-2349-6_19.Lecture Notes in Civil Engineering, 2020
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[15]Cong Zhang , Jun-sheng Yang, Jin-yang Fu , Xue-feng Ou , Yi-peng Xie , Yong Dai ,Jin-shan Lei .(2019) A new clay-cement composite grouting material for tunnelling in underwater karst area. J. Cent. South Univ. 26, 1863–1873 (2019). doi.org/10.1007/s11771-019-4140-5, 2019
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[16]陈咏泉,雷金山,许凌,等.泥皮对灌注桩摩阻性能影响的模型试验研究[J].铁道科学与工程学报,2019,16(07):1660-1665.DOI:10.19713/j.cnki.43-1423/u.2019.07.008., 2019
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[17]杨秀竹,雷金山,张屿庆,等.岩溶水养护条件下改性水泥-水玻璃浆液性能试验研究[J].铁道科学与工程学报,2019,16(12):2999-3004.DOI:10.19713/j.cnki.43-1423/u.2019.12.013., 2019
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[18]雷金山,代忠,杨秀竹,等.短期集中荷载作用下伏既有浅埋盾构隧道力学行为分析[J].铁道科学与工程学报,2019,16(01):137-143.DOI:10.19713/j.cnki.43-1423/u.2019.01.019., 2019
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[19]罗斌,雷金山,唐晶.不同特征滤膜真空预压处理吹填土的模型试验研究[J].铁道科学与工程学报,2017,14(07):1420-1427.DOI:10.19713/j.cnki.43-1423/u.2017.07.011., 2017
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[20]杨秀竹,叶志凌,雷金山,等.降雨入渗条件下矿坑边坡稳定性分析[J].铁道科学与工程学报,2017,14(05):935-941.DOI:10.19713/j.cnki.43-1423/u.2017.05.008., 2017
