土木工程系
办公电话：34206564 13817107992
传真：34206564
电子邮件：alche@sjtu.edu.cn
通讯地址：上海市闵行区东川路800号木兰楼A520
主要学历：
1987/9-1991/7，西安交通大学本科，工民建专业。Bachelor Thesis： Study of routine triaxial tests to the remolded sample of Q3 loess in Xi’an；
1999/4-2001/3，日本东京都立大学（现首都大学东京）攻读硕士，土木工程专业。Master Thesis: Numerical simulations for seismic response of subway structure
2001/4-2004/3，日本，东京都立大学，土木工程专业，攻读博士。
主要研究方向:
地质灾害致害机理及长期效应、复杂环境下岩土工程防灾技术及相关测试分析技术
2013.04-2017.12 水利与交通基础设施安全防护河南省协同创新中心 理事
2013.01-现在 上海市土木工程学会 副主任委员
2019/01-2021/12国家重点研发计划，基于大数据方法的地震应急信息可视化技术研究，课题编号： 2018YFC1504504
2018/07-2021/06，国家重点研发计划，变电站（换流站）电力设施抗震安全防护技术研究，项目编号：（2018YFC0809400），National Key R&D Program of China（2018YFC0809400）
2014/01-2017/12，国家自然科学基金面上项目《复杂岩土工程介质中全波场传播特性及相关无损检测方法研究》
2013/7/1-2016/6/30，省部级项目《岩土工程无损检测中全波形快速反演方法研究》
2013/06-2015/12，省部级项目《高速铁路多层线下结构病害全波场无损检测方法与技术研究》
2013/04-2014/10，国家自然科学基金面上项目《特大型桥梁深水基础数值模拟技术研究》
2013/01-2013/12，省部级项目《复杂环境岩土工程结构全波场无损检测关键技术问题研究》
2012/01-2015/12，国家计委、科技部项目《强震作用下高陡边坡岩体动力变形与稳定性特征研究》
2010/01-2012/12，国家自然科学基金面上项目《内陆地区地脉动的特点及地脉动台阵观测在地下构造调查中的应用研究》
, Ailan Che, Lanmin Wang, Hanxu Zhou. Investigating the failure mechanism of loess-mudstone landslides with a high water content interface subjected to earthquakes through the shaking table test[J]. Soil Dynamics and Earthquake Engineering, 2024,177, https://doi.org/10.1016/j.soildyn.2023.108406.
2023年
. A spatial evaluation method for earthquake disaster using optimized BP neural network model[J]. Geomatics, Natural Hazards and Risk, 2023,14:1, 1-26, DOI: 10.1080/19475705.2022.2160664
. Cumulative damage evolution rule of rock slope based on shaking table test using VMD-HT[J]. Engineering Geology, 2023,314, https://doi.org/10.1016/j.enggeo.2023.107003.
Ganglie Yuan, Zhijian Wu, Ailan Che, Hanxu Zhou. Damage evolution mechanism of loess slope under the combination of freeze-thaw cycles and earthquake[J]. Soil Dynamics and Earthquake Engineering, 2023,166, https://doi.org/10.1016/j.soildyn.2023.107778.
Hanxu Zhou, Ailan Che, Jinchang Chen, Ganglie Yuan. Study on structural damage evolution of excavated slope subjected to earthquake and rainfall using electrical resistivity measurement[J]. Soil Dynamics and Earthquake Engineering, 2023,170, https://doi.org/10.1016/j.soildyn.2023.107908.
Youzhi Shi, Ganglie Yuan, Ailan Che, Shiyong Qian. Long-Term Effect Analysis of a High Slope with Tunnel Structure
Based on Three-Dimensional Mesh Reconstruction[J]. Advances in Civil Engineering, 2023,4619318, https://doi.org/10.1155/2023/4619318.
[6]武鹏,崔佳伟,车爱兰. 基于概率地震需求分析的750kV-SF_(6)罐式断路器耦联体系地震易损性模型[J/OL]. 应用力学学报, 2023,40(4):832-839.
[7]崔佳伟,车爱兰. 特高压主变压器随机地震响应敏感性分析[J].应用力学学报,2023,40(02):414-422.
[8]. Seismic landslide susceptibility mapping using machine learning methods: A case study of the 2013 Ms6.6 Min-Zhang earthquake[J].Emergency Management Science and Technology, 2023,3,5,DOI: 10.48130/EMST-2023-0005.
[9]Tao Zhang, Ailan Che. A cellular automata model for dynamically describing the overland flow and sediment transport[J]. Journal of Hydrology, 2023,623,129789,https://doi.org/10.1016/j.jhydrol.2023.129789.
[10]杨榆璋,但路昭,袁刚烈,张涛,车爱兰. 全风化花岗岩路堑边坡降雨侵蚀时空分布特征测试与评估[J/OL].安全与环境工程:2023,10,12:1-8.https://doi.org/10.13578.
2022年
[1] Hanxu Zhou, Ailan Che, Guo Li. Characteristics and failure mechanism of landslides along highways triggered by2021 Ms6.4 Yangbi earthquake[J]. Recent Landslides, 2022. DOI: 10.1007/s10346-021-01814-2.
[2] Hanxu Zhou, Ailan Che,Renjie Zhu.Damage evolution of rock slopes under seismic motions using shaking table test[J].Rock Mechanics and Rock Engineering,55,4979–4997 (2022). https://doi.org/10.1007/s00603-022-02921-9
[3] Ganglie Yuan, Ailan Che. Evolution and spatio‐temporal characteristics of slope erosion due to rainfall in Southwest China[J].Bulletin of Engineering Geology and the Environment,81,270(2022)https://doi.org/10.1007/s10064-022-02767-z
[4] Tao Zhang, Ailan Che.A Study on Macro and Micro Characteristics and Correlation of Soil under Cyclic Freeze–Thaws[J].Journal of Materials in Civil Engineering,34,9,(2022)https://doi.org/10.1061/(ASCE)MT.1943-5533.0004390
[5] Jinchang Chen, Ailan Che, Lanmin Wang et al. Seismic Signal-Based Investigation on the Disaster Differences between 2021 Yangbi Ms 6.4 Earthquake and 2014 Ms 6.5 Ludian Earthquake in Yunnan Province, China[J]Shock and Vibration, 2022. https://doi.org/10.1155/2022/8232065.
[6] 李培峰,王晖,吴雨辰等. 基于无人机影像的危岩体识别及公路地震风险研究[J]. 地震工程学报, 2022,44(4):777-785.DOI:10.20000/j.1000-0844.20220118002
[7] Jinchang Chen, Lanmin Wang,Ping Wang et al.Failure mechanism investigation on loess–mudstone landslides based on the Hilbert–Huang transform method using a large-scale shaking table test[J]. Engineering Geology, 2022, 302:106630. DOI:10.1016/j.enggeo.2022.106630.
[8] Jinchang Chen, Lanmin Wang,Ailan Che et al.Ground Motion and Site Characteristics Evaluation Using Hilbert-Huang Transform Method Based on Light-Moderate Earthquakes[J]Shock and Vibration,2022.https://doi.org/10.1155/2022/5241257.
[9] Jiawei Cui, Ailan Che, Sheng Li and Yongfeng Cheng.A maximum-entropy-based multivariate seismic vulnerability analysis method for power facilities: A case study on a ±1100-kV dry type smoothing reactor[J]Engineering Faliure Analysis,2022,142:106740.https://doi.org/10.1016/j.engfailanal.2022.106740.
[10] 武鹏,袁刚烈,车爱兰. 基于弹性波映像识别法的钢管隧洞缺陷检测[J]. 重庆交通大学学报（自然科学版）, 2022,41(08):67-72.DOI:10.3969/j.issn.1647-0696.2022.08.10.
[11] 袁刚烈,车爱兰. 高速公路路基湿度场空间分布快速测试及评价方法研究[J]. 重庆交通大学学报（自然科学版）, 2022,41(09):100-107.DOI:10.3969/j.issn.1647-0696.2022.09.15.
[12] Chen, J., Wang, L., Che, A. Failure Mechanism Analysis of Loess Slope Under the Coupling Effect of Rainfall and Earthquake Using Shaking Table Test. Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). PBD-IV 2022. Geotechnical, Geological and Earthquake Engineering, vol 52. Springer, Cham. https://doi.org/10.1007/978-3-031-11898-2_109
[13] Zhou, H., Che, A. Dynamic Response Analysis of Slope Based on 3D Mesh Model Reconstruction and Electrical Resistivity Topography. Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). PBD-IV 2022. Geotechnical, Geological and Earthquake Engineering, vol 52. Springer, Cham. https://doi.org/10.1007/978-3-031-11898-2_59
[14] Cui, J., Che, A. (2022). Seismic Vulnerability Analysis of UHV Flat Wave Reactor Based on Probabilistic Seismic Demand Model. Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). PBD-IV 2022. Geotechnical, Geological and Earthquake Engineering, vol 52. Springer, Cham. https://doi.org/10.1007/978-3-031-11898-2_43
[15] Che, A., Zhou, H., Chen, J., Wu, Y., Xu, Z. (2022). Seismic Landslide Susceptibility Assessment Based on Seismic Ground Motion and Earthquake Disaster Analysis. Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). PBD-IV 2022. Geotechnical, Geological and Earthquake Engineering, vol 52. Springer, Cham. https://doi.org/10.1007/978-3-031-11898-2_17
[16]Zirong Niu, Hongbo Zhu, Xiaohan Huang, Ailan Che, Shixiao Fu, Shuai Meng, Zhaolong Han.Uncertainty quantification method for elastic wave tomography of concrete structure using interval analysis[J]Measurement,2022,205:112160.https://doi.org/10.1016/j.measurement.2022.112160.
[17] 杜雪儿,袁刚烈,车爱兰. 堤防防渗墙完整性快速检测方法[J]. 河北工业大学学报（自然科学版）, 2022,51(06):79-84.DOI:10.14081/j.cnki.hgdxb.2022.06.011.
2021年
[1] Ailan Che, Peng Wu. Spatiotemporal monitoring and evaluation method for sand-filling of immersed tube tunnel foundation[J]. Applied sciences, 11(3),1084.
[2] Jinchang Chen, Ailan Che. Natural characteristics of long span bridge under initial load: a case study of Minpu bridge. Proceedings of the 2021 International Conference on Civil Engineering Water Conservancy and Hydropower Engineering 2020, Zhengzhou, China, 2021, 012127.
[3] Jia Wei Cui，Ai Lan Che. Calculation method of inherent characteristics of beam element considering initial state. Proceedings of the 2021 International Conference on Civil Engineering Water Conservancy and Hydropower Engineering 2020, Zhengzhou, China, 2021, 012140.
[4] Hanxu Zhou, Ailan Che and Xianghua Shuai. Investigation of civil building damage and its spatial characteristics under 2019 ML6.0 Changning earthquake. Proceedings of the 2021 International Conference on Civil Engineering Water Conservancy and Hydropower Engineering 2020, Zhengzhou, China, 2021, 012072.
[5] Ganglie Yuan, Peng Wu and Ailan Che. Defect detection and cause analysis of steel tube tunnel in storage power station. Proceedings of the 2021 International Conference on Civil Engineering Water Conservancy and Hydropower Engineering 2020, Zhengzhou, China, 2021, 012135.
[6] Tang H, Wu Z, Che A, et al. Failure Mechanism of Rock Slopes under Different Seismic Excitation[J]. Advances in Materials Science and Engineering, 2021, 2021(11): 1-16.
[7] 吴雨辰, 周晗旭, 车爱兰. 基于粗糙集–神经网络的IBURI地震滑坡易发性研究[J]. 岩石力学与工程学报, 40: 1-10. DOI: 10.13722/j.cnki.jrme.2020.1122.
[8] Hanxu Zhou and Ailan Che. Geomaterial segmentation method using multidimensional frequency analysis based on electrical resistivity tomography[J]. Engineering Geology, 284: 105925.
[9] Ganglie Yuan, Ailan Che, Hua Tang. Evaluation of soil damage degree under freeze-thaw cycles through electrical measurements[J]. Engineering Geology, 293(2021)106297.
[10] 韩悦, 周晗旭,袁刚烈,车爱兰. 基于水下声波映像法的桥梁基础抛石防护检测与评估[J]. 振动与冲击, 2021,40(20): 100-107.
[11] Hanxu Zhou, Ailan Che and Renjie Zhu. Dynamic evolution mechanism of a rock slope with discontinuities under earthquake motions using shaking table tests[J]. Environmental Earth Sciences, (2021) 80:797.
[12] Jiawei Cui, Ailan Che, Sheng Li and Yongfeng Cheng. Evaluation method on seismic risk of substation in strong earthquake area[J]. PLOS ONE, 16(12):e0258792.
[13]王启明,车爱兰,周晗旭. 基于三维网格模型重构的岩溶地质构造稳定性数值分析[J].河北工业大学学报,2021,50(05):89-96.
2020年
[1] Ailan Che, Yin Tang, Yanbo Cao,Fanghao Zhang. Risk assessment of seismic landslides based on analysis of historical earthquake disaster characteristics[J]. Bulletin of Engineering Geology and the Environment, 79(5)：2271-2284. DOI: 10.1007/s10064-019-01716-7.
[2]Zhijian Wu, Duoyin Zhao, Ailan Che,Dawei Chen & Chao Liang. Dynamic response characteristics and failure mode of slopes on the loess tableland using a shaking-table model test[J]. Journal of the International Consortium on Landslides, DOI 10.1007/s10346-020-01373-y.
[3]李瑞珂,车爱兰,冯少孔. 基于电测法的路基土物理性质室内测试方法研究[J]. 工程地质学报,28(1): 51-59. DOI: 10.13544/j.cnki.jeg.2019-187.
[4]Ganglie Yuan, Ailan Che, Shaokong Feng. Evaluation method for the physical parameter evolutions of highway subgrade soil using electrical measurements[J]. Construction and Building Materials, 231(2020) 117162：2-13. DOI: 10.1016/j.conbuildmat.2019.117162
[5]毕鹏程,车爱兰,袁刚烈. 基于振动台试验的地震作用下岩质边坡位移演化特征[J]. 中国地质灾害与防治学报, 31(3)：12-19 . DOI：10.16031/j.cnki,issn.1003-8035.2020.03.02.
[6]毕鹏程,车爱兰,冯少孔. 基于三维电测量的复杂地质构造识别及参数估计方法[J]. 工程地质学报, 28(3)：888-895. DOI: 10.13544/j.cnki,issn.jeg.2019-347.
[7]Yue Han, Ailan Che, Shaokong Feng. A system and analytical method for testing the electrical parameters of soil[J]. Transportation and Environment, 2020, Vol.0, No.0 1-15, DOI 10.1093/tes/tdaa027.
[8]Hanxu Zhou, Ailan Che, Lanming Wang, Lin Wang. Investigation and mechanism analysis of disasters under Hokkaido Eastern Iburi earthquake[J]. Geomatics, Natural Hzzards and Risk, 2021, Vol.12.
2019年
[1] Ailan Che, Renjie Zhu, Yanmin Fan, Shaokong Feng.An impact imaging method for monitoring on construction of immersed tube tunnel foundation treated by sand-flling method[J]. Tunnelling and Underground Space Technology ，85 (2019) 1–11
[2]王兰民,车爱兰,王林.日本北海道6.7级地震灾害特点与启示[J].城市与减灾,2019(01):1-8.
[3]王启明,车爱兰.基于CT探测技术的不良地质构造三维网格模型重构方法[J/OL].岩石力学与工程学报:1-11[2019-04-04].
[4]Mulunda Mark Tambatamba, Ailan Che, Renjie Zhu.Control Methods and Influence Factors of Silt Liquefaction: Case of the Wangqingtuo Reservoir in the South-North Water Diversion project (Tianjin, China). Journal of Physics: Conf. Series 1176 (2019) 052062
[5]Baye Mbaye Diouf, Ailan Che, and Shaokong Feng.Research Article Study of a Space-Time Monitoring of High-Speed Railway Underline Structure Using Distributed Optical Vibration Sensing Technology.Shock and Vibration Volume 2019, Article ID 9263259, 15 pages https://doi.org/10.1155/2019/9263259
[6]朱仁杰,车爱兰,严飞,文海,葛修润.含贯通性结构面岩质边坡动力演化规律[J].岩土力学,2019(05):1907-1915.
[7]Danqing Song，Ailan Che，Renjie Zhu，Xiurun Ge，Natural Frequency Characteristics of Rock Masses Containing a Complex Geological Structure and Their Effects on the Dynamic Stability of Slopes，Rock Mechanics and Rock Engineering, (2019), 1-17，10.1007/s00603-019-01885-7.
[8]YinTang, Ailan Che, Renjie Zhu, Xianghua Shuai,Study on early recognition of geohazards based on dynamic amplification and deformation characteristics, Earth and geosciences，Proceedings of the VII ICEGE 7th International Conference on Earthquake Geotechnical Engineering, Rome, Italy ,2019.
[9]范岩旻，车爱兰，冯少孔. 基于模式匹配的网格扫描法在高铁线下结构检测中的应用[J]. 振动与冲击, 2019, 38(16): 159-165.
[10]唐寅，车爱兰.钢壳混凝土管节组合结构注浆效果扫描成像评价方法研究[J].振动与冲击，2019, 38（21）:148-154
2018年
[1] Che A, Zhu R, Jiang M. Dynamic Response of Lunar Soil Caused by Landing Impact[J]. Ksce Journal of Civil Engineering, 2018:1-11.
[2] 陈铸,车爱兰,严飞等. 库水与地震力共同作用下金沙江特大桥桥址边坡动力响应研究[J]．岩石力学与工程学报. 2018,37(1):148-155.
[3] Danqing Song, Ailan Che, Zhu Chen, et al. Seismic stability of a rock slope with discontinuities under rapid water drawdown and earthquakes in large-scale shaking table tests[J]. Engineering Geology, 2018,(245):153–168
2017年
[1] Song D, Che A, Zhu R, et al. Dynamic response characteristics of a rock slope with discontinuous joints under the combined action of earthquakes and rapid water drawdown[J]. Landslides,15(6), 1109-1125. DOI：10.1007/s10346-017-0932-6
[2] Wang H, Che A, Feng S. Quantitative Investigation on Grouting Quality of Immersed Tube Tunnel Foundation Base using Full Waveform Inversion Method[J]. Geotechnical Testing Journal, 2017, 40(5):20160186.
[3] 彭冬, 车爱兰, 冯少孔,王欢. 一种针对岩土工程缺陷检测问题的冲击映像方法及应用研究[J]. 岩土力学, 2017, 38(9):2764-2772.
[4] 钟鹏飞, 车爱兰, 冯少孔,张腾瑜. 高速铁路线下结构典型病害分析及快速无损检测方法研究[J]. 振动与冲击, 2017, 36(11):154-160.
[5] 张腾瑜，车爱兰，惠祥宇，冯少孔. 基于横波传播特性的无损检测方法及在沉管隧道基础灌砂检测中的应用[J]. 振动与冲击, 2017, 36(20): 30-36.
[6] 杨鸿凯, 车爱兰, 李跃明. 集中静荷载初始效应对固支梁固有频率的影响[J]. 应用力学学报, 2017, 34(6).
[7] 朱仁杰, 车爱兰, 惠翔宇，冯少孔. 冲击映像方法在水工结构渗漏病害检测中的应用[J]. 重庆交通大学学报(自然科学版), 2017(11):48-55.
2016年
[1] Che Ai-lan, Zhang Teng-yu, Feng Shao-kong. Characteristics of long period microtremor and validation of microtremor array measurements in inland areas of China[J]. Journal of Mountain Science, 2016, 13(11):1910-1922.
[2] Ailan Che, Hongkai Yang, Bin wang, Xiurun Ge. Wave propagations through jointed rock masses and their effects on the stability of slopes[J]. Engineering Geology, 2016, 201:45-56.
[3]范岩旻,李森曦,彭冬,车爱兰. 古塔结构整体性损伤检测的微动测试技术应用研究[J]. 应用力学学报,2016,01:61-66.
[4] 钟鹏飞, 车爱兰, 冯少孔. 全波场映像技术以及其在高速公路路基缺陷检测中的应用[J]. 地震工程学报, 2016, 38(6):942-947.
2015年
[1] Huang Wang, Ailan Che, Shaokong Feng, Xiurun Ge. Full waveform inversion applied in defect investigation for ballastless undertrack structure of high-speed railway[J]. Tunneling and Underground Space Technology, 2015,51:202-211.
[2] Ailan Che, Zheng Tang, Shaokong Feng. An elastic-wave-based full-wavefield imaging method for investigating defects in a high-speed railway under-track structure[J]. Soil Dynamics and Earthquake Engineering, 2015,77:299-308.
[3]范岩旻，车爱兰，陈峰，曹永康. 微动测试技术在古建筑拱桥结构检测中的应用[J]. 地震工程学报,2015,02:606-611.
[4]梁志荣，张菊连，李伟，车爱兰. 佛顶宫矿坑边坡的二维静动力有限元模拟分析研究[J]. 土木工程学报,2015,S2:208-213.
[5]王斌，车爱兰，葛修润. 岩质高陡边坡动力响应及失稳机制大型振动台模型试验研究[J]. 上海交通大学学报,2015,07:951-956.
[6]杨鸿凯，车爱兰，汤政，冯少孔. 基于弹性波理论的高铁线下结构病害快速检测方法[J]. 上海交通大学学报,2015,07:1010-1016.
[7]汤政，车爱兰，冯少孔，施有志，范岩旻. 高铁多层线下结构病害全波场无损检测方法与技术[J]. 上海交通大学学报，2015,07:1017-1022.
[8]陈峰，车爱兰，付佰勇，刘高. 多灾害作用下特大桥梁深水基础动力稳定性分析[J]. 上海交通大学学报，2015,07:993-997+1004.
2014年
[1] Ai-lan Che, Zhi-jian Wu, and Ping Wang, Stability of pile foundations base on warming effects on the permafrost under earthquake motions, Soils and Foundations, 54(4):639–647, 2014
[2] Ailan Che, HuanWang, Shaokong Feng, Takeshi Siguyama, Identification of rock mass characteristics using microtremor in the boring hole, Journal of Applied Geophysics, 2(19), 134-141, 2014
[3] Wang, H, Che A.L, Feng S.K, Ge X.R. Study on waveform inversion method for elastic parameters of stratified medium and its applications, Geotechnical Special Publication, Tunneling and Underground Construction - Selected Papers from the Proceedings of the 2014 GeoShanghai International Congress, 862-872, 2014
[4] Chen M, Feng S.K, Che A.L, Wang H. Propagation characteristics of elastic wave in high-speed railway embankment and its application to defect detection, Geotechnical Special Publication, Advances in Soil Dynamics and Foundation Engineering - Selected Papers from the Proceedings of the 2014 GeoShanghai International Congress, 20-28, 2014
[5]陈礼彪,刘泉声,车爱兰. 一种新的块体接触检测技术及在非连续变形分析方法中的应用[J]. 上海交通大学学报,2014,06:888-892.
[6]孙祝强,曹永康,车爱兰. “天字第一号”砖刻照壁病症诊断与保护干预研究[J]. 华中建筑,2014,08:57-62.
2013年
[1] Ailan Che, Xiurun Ge, Yueming Li, Use of non-destructive techniques in Chinese traditional timber structures, Structures and Buildings, 166(6), 307-315, 2013
[2] LIU Chao, Ailan CHE, Shaokong FENG, Propagation characteristics of elastic wave in layered medium and applications of impact imaging method, Journal of Shanghai Jiaotong University SCIENCE, 18(4), 479-485, 2013
[3] CHENG Cheng, CHE Ai-lan, CAO Yong-kang, Application of non-detective techniques in traditional masonry structures, Journal of Shanghai Jiaotong University SCIENCE, 18(3), 306-310, 2013
[4] WANG Huan, CHE Ai-lan, FENG Shao-kong, GE Xiu-run, Study on waveform inversion method for elastic parameters in stratified medium and its applications, Journal of Shanghai Jiaotong University SCIENCE, 18(6), 776-810, 2013
[5] Huan Wang, Ai-lan Che, Xiu-run Ge. Full waveform inversion method for horizontally inhomogeneous stratified media[J]. Journal of Shanghai Jiaotong University(Science), 2013, 18(6):667-672.
[6] 陈梦，冯少孔，车爱兰，基于表面波的地基调查法及其在松江古照壁保护中的应用，上海交通大学学报，18(3), 306-310, 2013
[7]陈梦,冯少孔,车爱兰,喻春平. 面波勘探和台阵地脉动观测相结合的地基调查法及其在松江古照壁保护中的应用[J]. 上海交通大学学报,2013,10:1557-1561.
[8]王千年,车爱兰,冯少孔,寿晨. 高密度面波法在堆石体结构密实度检测中的应用[J]. 上海交通大学学报,2013,10:1574-1579.
[9]车爱兰,吴志坚,彭冬,雷天,陈拓. 黄土斜坡震害面波勘探调查及其动力稳定性分析——以甘肃岷县、漳县M_s6.6地震为例[J]. 地震工程学报,2013,04:724-729.
[10]冯少孔,车爱兰,吴志坚,严武建,陈豫津. 高密度面波勘探和小型台阵地脉动观测在西部地区地震防灾中的应用[J]. 地震工程学报,2013,04:780-788.
[11]严武建,吴志坚,车爱兰,钟鹏飞,陈豫津. 岷县漳县6.6级地震黄土场地放大效应地脉动测试研究[J]. 地震工程学报,2013,03:477-482.
2012年
[1] Ailan Che, Xiurun Ge, Earthquake-induced topping failure mechanism and its evaluation method of slope in discontinuous rock mass, International Journal of Applied Mechanics, 4(3), 125-136, 2012
[2] 柴修伟,郭强,车爱兰,周艳平,舒胜东. 综合评判法在混凝土密实度检测中的应用[J]. 武汉工程大学学报,2012,03:32-37.
[3] 郭强,车爱兰,黄醒春,陈梦娇. 用摄影测量方法研究岩体破碎区域分布规律[J]. 地下空间与工程学报,2012,02:318-322.
2011年
[1] Wu, ZJ, Che, AL*, Chen, T, Warming effects on permafrost under earthquake motions and seismic stability of pile foundation of dry bridge, Materials Research Innovations, 15(1), 586-589, 2011
[2] Qiang, Guo, Ge, Xiu-Run, Che, Ai-Lan, Formulas deduction to key parameters of multi-reflection in GPR survey, Advanced materials research, 24(3), 1483 -1489, 2011.
[3] HL Yao，J Liu，ML Hu，AL Che, Effect of rock mass characteristics of high rock slope on seismic stability, Materials Research Innovations, 15(1), 590-593, 2011
[4] 陈拓,吴志坚,车爱兰,马巍,石航. 机车动荷载作用下多年冻土区铁路路基动力响应的试验研究[J]. 地震工程与工程振动,2011,01:168-173.
[5] 王欢,车爱兰,葛修润,陈富海. 岩质高边坡动力稳定性评价方法与应用[J]. 上海交通大学学报,2011,05:706-710+715.
[6] 许文锋,车爱兰,王治,王欢,刘超. 地震荷载作用下海底滑坡特征及其机理[J]. 上海交通大学学报,2011,05:782-786.
[7] 郭强,葛修润,车爱兰. 基于钻孔摄影方法的岩体中结构面连通性分析[J]. 上海交通大学学报,2011,05:733-737.
[8] 车爱兰,黄醒春,郭强,冯少孔. 利用表面波勘探检测沉管隧道压浆法的充填效果[J]. 上海交通大学学报,2011,05:648-652+658.
[9] 于凯,车爱兰,冯少孔,杉山长志. 长周期地脉动观测在深部地层调查中的应用[J]. 上海交通大学学报,2011,05:701-705.
[10] 刘建军,李跃明,车爱兰. 基于统一强度理论的岩质边坡稳定动安全系数计算[J]. 岩土力学,2011,S2:666-672.
[11] 车爱兰,冯少孔,常旭. 高密度面波探测在隧道混凝土质量检测中的应用[J]. 上海交通大学学报,2011,S1:1-6.
[12] 车爱兰,于凯,冯少孔,杉山长志. 中国沿海及内陆地区长周期脉动特征分析[J]. 岩土力学,2011,S2:166-171.
[13] 王千年,车爱兰,郭强,于凯. 孔内声波CT技术在软土地区地下溶洞调查中的应用[J]. 西北地震学报,2011,S1:335-339.
[14] 刘建军,李跃明,车爱兰. 长周期地脉动观测在西安地区地下构造调查中的应用[J]. 西北地震学报,2011,S1:403-407+412.
[15] 王峰,项宝余,许杰,徐永福,张旗,车爱兰. 金山铁路既有线提速路基动力响应分析[J]. 中国铁道科学,2011,05:13-18.
[16] 刘建军,李跃明,车爱兰. 地震载荷下岩质边坡动安全系数评价[J]. 应用力学学报,2011,06:595-601+672.
[17] 刘超,车爱兰,吴志坚,陈拓. 温度及机车载荷耦合作用下多年冻土区路基稳定性研究[J]. 岩土工程学报,2011,S1:466-471.
[18] 郭强,葛修润,车爱兰. 岩体完整性指数与弹性模量之间的关系研究[J]. 岩石力学与工程学报,2011,S2:3914-3919.
2010年
[1] 邢爱国,吴志坚,陈龙珠,车爱兰,王兰民. 汶川地震在甘肃省的次生典型边坡灾害特征[J]. 西北地震学报,2010,01:95-98.
[2] 徐志发,宗军良,车爱兰,黄醒春. 盾构施工扰动区地层状况及其变异的探地雷达检测与评价[J]. 公路交通科技(应用技术版),2010,06:230-233.
[3] 吴志坚,车爱兰,马巍,冯少孔,石航. 多年冻土区路基调查中瞬态面波勘探方法应用研究[J]. 岩土力学,2010,S2:335-341.
[4] 吴志坚,车爱兰,陈拓,王平. 青藏铁路多年冻土区桥梁桩基础地震响应的试验研究与数值分析[J]. 岩土力学,2010,11:3516-3524.
[5] 王德咏,陈雷,罗先启,车爱兰. 面波法在水工隧洞混凝土质量无损检测中的应用[J]. 混凝土,2010,11:131-135.
2009年
[1] Shaokong Feng, Takeshi Sugiyama, Ailan Che, Xianqi Luo, Xu Chang(2009), Application of surface wave survey for nondestructive test of tunnel concrete lining, Proceedings of The 9th SEGJ International Symposium: Imaging and Interpretation –Science and Technology for Sustainable Development, 2009
[2] Luo Xianqi, Wang Fawu, Zhang Zhenhua, Che Ailan, Establishing a monitoring network for an impoundment-induced landslide in Three Gorges Reservoir Area, China, Landslids, 6(1), 27-37, 2009
[3] Ai-Lan. CHE, Zhi-Jian. WU, Jun-Jie. SUN, Seismic Damage Characteristics of Rural Adobe-Wood Building in Gansu Province Induced by the Wenchuan Great Earthquake, Proceeding of the international Symposium on Geoenvironmental Engineering in Hangzhou, Advances in environmental geotechnics, 865-871, 2009.
[4] A.L. Che*, X.Q. Luo & J.h. Qi, Application of surface wave survey for ground liquefaction investigation, International Conference on Performance-Based Design in Earthquake Geotechnical Engineering—from case history to practice. Taylor & Francis, 2009.
[5] Jinghua QI, Ailan CHE*, Xiurun GE, Application of micro tremor observation for ground liquefaction investigation in Tianjin Wangqingtuo reservoir area, International Conference on Performance-Based Design in Earthquake Geotechnical Engineering— from case history to practice. Taylor & Francis, 2009.
[6] A.L. Che, J.H. Qi, X.P. Wu, Application of micro tremor observation on investigation of geological hazard induced by the great Wenchuan Earthquake in Sichuan Province, International Conference on Performance-Based Design in Earthquake Geotechnical Engineering— from case history to practice. Taylor & Francis, 2009, 331-339.
[7] 馮少孔, 張国新, 審来新, 車愛蘭, 羅先启, 表面波探査ソフトSurfstarのバージョンアップと新しい適用事例, 物理探査学会第120 回学術講演回論文集, 2009
[8] 馮少孔, 杉山長志, 鍛治義和, 神原隆則, 車愛蘭, 呉志堅, 王蘭民, 山中浩明, 岩楯敞広, 中国の上海と天水における微動探査の適用実験, 物理探査学会第120 回学術講演回論文集, 2009
[9] 吴志坚,车爱兰,王兰民,陈龙珠,刑爱国. 常时微动测试在汶川地震甘肃灾区建筑结构震害调查中的应用[J]. 西北地震学报,2009,01:86-90.
[10] 王德咏,罗先启,车爱兰. 引滦入津输水隧洞混凝土衬砌质量的探地雷达检测[J]. 三峡大学学报(自然科学版),2009,02:40-42+47.
2008年
[1] Che, AL; Luo, XQ; Qi, JH, Study on correlation between shear wave velocity and ground properties for ground liquefaction investigation of silts, International Journal of Modern Physics B, 22, 31-32, 5705-5710, 2008
[2] Che AL, Luo XQ, Feng SK, Yoshiya O. Application of surface wave and micro-tremor survey in landslide investigation in the Three Gorges reservoir area. Landslides and Engineered Slopes: From the Past to the Future, Vols 1 and 2, 307-312, 2008
[3] Qi, JH; Che, AL*; Ge, XR, A study on the stability of earth dam subjected to the seismic load, International Journal of Modern Physics B, 22, 31-32, 5711-5716, 2008.
[4] 馮少孔, 張国新, 審来新, 車愛蘭, 羅先启, 表面波探査解析ソフトSurfstar の開発とソフトを用いた解析事例, 物理探査学会第118 回学術講演回論文集, 117－120, 2008.
[5] 罗先启,葛修润,车爱兰. 等参逆变换法及其在地下厂房原始地应力计算中的应用[J]. 长江科学院院报,2008,02:51-53+57.
2007年
[1] 梁颖元,车爱兰,王辉,乐松林. 冲击波作用下高层建筑人防地下室的倾覆研究[J]. 土工基础,2007,01:16-20.
[2] 张启辉,孙红,王挥,车爱兰. 上海软土的动三轴试验和非线性损伤模型[J]. 土工基础,2007,04:54-57.
[3] 郑少河,车爱兰,岩楯敞广. 地铁地震响应的减震效果模型振动试验研究[J]. 四川建筑科学研究,2007,S1:42-44.
2006年
[1] 俞茂宏，ODA Y，方东平，赵均海，张德良，竺润祥，车爱兰. 中国古建筑结构力学研究进展[J]. 力学进展,2006,01:43-64.
[2] 车爱兰，IWATATE Takahiro，葛修润. Study on dynamic response of embedded long span corrugated steel culverts using scaled model shaking table tests and numerical analyses[J]. Journal of Zhejiang University Science A(Science in Engineering),2006,03:430-435.
[3] 车爱兰，岩楯敞广，葛修润. 关于地铁地震响应的模型振动试验及数值分析[J]. 岩土力学,2006,08:1293-1298.
[4] 车爱兰，IWATATE Takahiro，葛修润. Evaluation of Dynamic Soil-Structure Interaction and Dynamic Seismic Soil Pressures Acting on It Subjected to Strong Earthquake Motions[J]. Journal of Shanghai Jiaotong University(Science),2006,04:530-536.
[5] 车爱兰，岩楯敞广，葛修润. 地下大断面薄钢结构地震响应的试验研究及数值分析[J]. 岩石力学与工程学报,2006,S2:4052-4058.
本科生教学 《地下空间开发》
研究生教学 《岩土工程测试技术》《环境地质灾害》
博士生教学 《现代结构测试技术》
（1）车爱兰；唐寅；毕鹏程；沈永芳，钢壳混凝土结构缺陷检测方法、系统及装置与存储介质，218/03/01，ZL201810172460.0
（2）ImpactWP弹性波采集及处理分析软件[简称：ImpactWP]，上海交通大学，中华人民共和国国家版权局-计算机软件著作权登记证书.2019/07/01,软著等字第6529227号
（3）CTGEO三维网格模型重构软件[简称：CTGEO]，上海交通大学，中华人民共和国国家版权局-计算机软件著作权登记证书.2019/04/25,软著等字第3810572号
（4）车爱兰；李瑞珂；冯少孔，土体物理参数室内检测装置及其工作方法，2018/10/17，ZL201811210923.4
（5）车爱兰；朱仁杰；王启明，地下不良地质勘测数据采集分析系统及方法，2017/09/14，ZL20170828337.5
（6）车爱兰；王启明；朱仁杰；冯少孔，弹性波和电磁波CT勘测数据联合分析系统及方法，2017/09/01，ZL201710780237.X
（7）范岩旻;车爱兰;惠祥宇，土木工程微动测试检测设备调平装置，2015/9/9，ZL201520181084.3
（8）车爱兰;冯少孔;张泽忠，一种复杂岩土工程介质的全波场检测系统及方法，2014/8/27，ZL201410199528.6
（9）车爱兰;陈梦;程成;刘超;冯少孔，土木工程墙板结构微动损伤检测系统，2013/11/20，ZL201220721123.0
（10）车爱兰, 陈梦,程成，刘超，冯少孔，土木工程墙板结构微动损伤检测系统, 2013/5/1，ZL201210567531.X
（11）冯少孔;车爱兰;张国新;朱新民，一种基于面波的混凝土内部状况无损检测方法及系统，2013/4/3，ZL201210571767.0
（12）冯少孔,车爱兰,张国新，朱新民，一种检测高聚物防渗墙完整性的电位映像法, 2013/4/3，ZL201210571740.1
（13）王千年;王欢;车爱兰;冯少孔，一种坚硬岩土介质表面设置地震检波器的装置，2013/1/9，ZL201220165834.4
（14）王欢;王千年;车爱兰;冯少孔;葛修润，在岩土介质表面快速设置地震检波器的装置及其组合装置，2013/1/2，ZL201220162027.7
（15）车爱兰, 冯少孔, 葛修润, 堤坝防渗墙埋深的检测装置, 2012/11/21，ZL201220124483.2
（16）车爱兰, 冯少孔, 葛修润，一种复杂岩土介质的冲击映像方法及系统, 2012/9/19，ZL201210157555.8
（17）冯少孔,车爱兰，葛修润, 一种检测高聚物防渗墙的电测量方法及装置, 2012/8/1,中国，ZL201210087153.5
2015年获得甘肃省科技进步奖一等奖。
2012年获得河南省科技进步一等奖，个人排名第八，单位排名第三。
Dynamic response characteristics of a rock slope .pdf
Application of Non-Detective Techniques inTraditional Masonry Structures.pdf
Use of Non-destructive Technoques in Chinese Traditiional Timber Structures.pdf
获奖证书-单位.pdf
DAG37686 --受通.jpg
Effect of rock mass characteristics of high rock slope on seismic stability.pdf
Stability of pile foundations base on warming effects on the permafrost.pdf
DAG32372-受通.jpg
Full waveform inversion applied in defect investigation for ballastless.pdf
毕业生及在读生信息.xlsx
Propagation Characteristics of Elastic Wave in High-speed railwayEmbankment and Its Application to Defect Detection.pdf
Control Methods and Influence Factors of Silt Liquefaction.pdf
DAG32519-受通.jpg
库水与地震力共同作用下金沙江特大桥桥址边坡动力响应研究.pdf
基于CT探测技术的不良地质构造三维网格模型重构方法_王启明.pdf
Study on waveform inversion method for elastic parameters of stratified medium and its applications.pdf
含贯通性结构面岩质边坡动力响应规律.pdf
软著登记证书--上海交通大学--CTGEO三维网格模型重构软件--20190506.pdf
Warming effects on permafrost under earthquake motions and seismic stability of pile foundation of dry bridge.pdf
Characteristics of long period microtremor and validation of microtremor array measurements in inland areas of China.pdf
Seismic stability of a rock slope with discontinuities under rapid water drawdown and earthquakes in large-scale shaking table tests
Study of a Space-Time Monitoring of High-Speed Railway.pdf
Full Waveform Inversion Method forHorizontally Inhomogeneous Stratified Media.pdf
An elastic-wave-based full-wavefield imaging method for investigating.pdf
Quantitative Investigation on Grouting Quality of Immersed Tube Tunnel Foundation Base using Full Waveform Inversion Method.pdf
Identification of rock mass characteristics using microtremor in the.pdf
Wave propagations through jointed rock masses and their effects on the.pdf
An impact imaging method for monitoring on construction of immersed tube tunnel foundation treated by sand-flling method.pdf
钢壳混凝土管节组合结构注浆效果扫描成像评价方法研究(1).pdf
