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[11]基于Monte Carlo法的垃圾填埋场平移破坏可靠度分析.[J:科学技术与工程,2016,16(6):94-99.
[12]Relationship between shear wave wavelength and pseudo-dynamic seismic safety factor in expanded landfill.[J:Arabian Journal for Science and Engineering,2015,40(8):2271–2288.
[13]Global Stability of Bilinear Reinforced Slopes.[J:Transportation Infrastructure Geotechnology,2015,2(1):34–46.
[14]External seismic stability of verticalgeosynthetic-reinforced soil walls using pseudo-static method.[J:Acta Geotechnica,2014,9(6):1085-1095.
[15]设垃圾坝填埋场平移破坏可靠度分析.[J:岩石力学与工程学报,2014,33(s1):2713-2719.
[16]加筋土挡墙地震稳定性的拟动力分析.[J:岩土力学,2013,34(12):3573-3579.
[17]基于联合分布法的岩坡稳定可靠分析研究.[J:河北工程大学学报(自然科学版),2013,30(4):58-61.
[18]Effect of amplification factor on seismic stability of expanded MSW landfills using pseudo-dynamic method.[J:Journal of Zhejiang University-SCIENCE A,2013,14(10):731-738.
[19]Active seismic pressure against retaining wall backfilled with cohesive soils.[J:Soil Mechanics and Foundation Engineering,2013,50(3):116–122.
[20]Seismic stability of reinforced soil wall under bearing capacity failure by pseudo-dynamic method.[J:Journal of Central South University,2013,20(9):2593-2598.
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