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[1]吳永,何思明,李新坡,歐陽(yáng)朝軍,王東坡.山區橋墩抗滾石沖擊的雙腔橢圓偏心包裹結構研究[J].工程力學(xué), 2017, 34(10): 168-177.(EI)
[2]WU Yong,HE Si-ming, Hydraulic mechanism and time-dependent characteristics of loose gully deposits failure induced by rainfall [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7 (6): 708-715.
[3]吳永,何思明,李新坡,羅渝.裂縫冰脹力作用下高寒危巖體失穩破壞機理[J].四川大學(xué)學(xué)報(工程科學(xué)版), 2015,47(6)：32-39.(EI)
[4]WU Yong,HE Si-ming, LI Xin-po. Mechanism of Action of Cracks Water on Rock Landslide in Rainfall [J]. Journal of Central South University of Technology, 2010, 17(6)：1383-1388.(SCI/EI)
[5]WU Yong,HE Siming, LUO Yu, LI Xin-po. Failure Mechanisms of Post-Earthquake Bedrock Landslides in Response to Rainfall Infiltration [J]. Journal of Mountain Science, 2011, 8(1): 96-102.(SCI)
[6]Yong Wu, Siming He, Xinpo Li. Failure mechanism and seismic design of retaining wall in earthquake [J]. Environmental Earth Sciences, 2012, 65(4): 1013-1019.(SCI)DOI 10.1007/s12665-011-1462-5
[7]吳永,何思明,王東坡,羅渝.開(kāi)挖卸荷巖質(zhì)坡體的斷裂破壞機理[J].四川大學(xué)學(xué)報(工科版), 2012, 44(2): 52-58.(EI)
[8]吳永,何思明,李新坡.地震波作用下抗滑樁的失效機理[J].四川大學(xué)學(xué)報(工程科學(xué)版), 2009, 41(3): 284-288.（EI）
[9]吳永,何思明,羅渝.震后暴雨型巖質(zhì)滑坡啟動(dòng)機理[J].巖土工程學(xué)報, 2011, 33(1): 135-139.(EI)
[10]吳永,何思明,李新坡,羅渝.震后裂縫危巖體的失穩機理與診斷方法[J].四川大學(xué)學(xué)報(工程科學(xué)版), 2010, 42(5): 185-190.（EI）
[11]吳永,何思明,李新坡.塑性強化材料顆粒的微觀(guān)接觸摩擦研究[J].工程力學(xué), 2012, 29(3):230-236.(EI)
[12]吳永,何思明,李新坡,羅渝.震時(shí)錨索失效機理與新型耗能減震錨索設計[J].四川大學(xué)學(xué)報(工程科學(xué)版), 2011,43(sup.2): 87-94.(EI)
[13]吳永,何思明,裴向軍,李新坡.震后溝道泥石流啟動(dòng)條件——松散堆積體雨中失穩的水力學(xué)機理分析[J].巖土力學(xué). 2012, 33(10): 3043 - 3050.(EI)
[14]吳永，裴向軍，何思明，李新坡.降雨型泥石流對溝床侵蝕的水力學(xué)機理[J].浙江大學(xué)學(xué)報(工學(xué)版)，2013,41(9):64-71.(EI)
[15]吳永，裴向軍，何思明，李新坡.貫通滑面咬合凸體的解鎖機理及強度分析[J].工程力學(xué)，2013, 30(8): 251-257.(EI)
[16] WU Yong,LI Xinpo. Study on Simulation and Regeneration of Roughness Profile of Rock Sliding Face [C]//. The 2nd Conference on Environmental Science and Information Application Technology, Wuhan, China. 2010, 2: 327-330.(EI/ISTP)
[17]Xinpo Li, Yong Wu, Siming He, Lijun Su. Application of the material point method to simulate the post-failure runout processes of the Wangjiayan landslide [J]. Engineering Geology, 2016, 212: 1-9. (SCI)
[18]Xinpo Li, Yong Wu, Lijun Su. Initiation and Displacement Analysis of Cohesive Soil Slopes by Discrete Element Modelling [J]. Geotechnical and Geological Engineering, 2017, 35(2): 693-705. (EI)
[19]Xinpo Li, Yong Wu, Siming He. Seismic stability analysis of gravity retaining walls [J]. Soil Dynamics and Earthquake Engineering, 2010, 30(10): 875-878. (SCI)
[20]何思明,吳永,李新坡.強震荷載下裂縫巖體拉剪破壞機理[J].工程力學(xué), 2012, 29(4):178-184. (EI)
[21]Xinpo Li, Lijun Su, Yong Wu, Siming He Seismic Stability of Gravity Retaining Walls Under Combined Horizontal and Vertical Accelerations [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 33:161-166. (EI)
[22]Xinpo Li, Siming He, Yong Wu. Limit analysis of the stability of slopes reinforced with anchors [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2012, 36(17):1847–1908. (SCI)
[23]Xinpo Li, Siming He, Yong Wu. Seismic displacement of slopes reinforced with piles [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(6): 880-884. (SCI) [24]HE Siming, LI Dexin, WU Yong, LUO Yu. Study on the rainfall and aftershock threshold for debris flow of post-earthquake [J]. Journal of mountain science, 2011, 8(5): 750-756. (SCI) |
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