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[1]秦爱芳,李永圃,陈有亮.上海地区基坑工程中的土体注浆加固研究.土木工程学报, 2000, 33(1): 68-73.
[2]秦爱芳,于立,软土卸荷时土体强度变化试验研究[J].建筑结构, 2002,32(7):29-31.
[3]秦爱芳,刘绍峰,胡中雄.基坑软土强度变化特征及坑底施工安全控制[J].地下空间, 2003, 23(1): 40-44.
[4]秦爱芳,李永和.人工土层冻结法加固在盾构出洞施工中的应用[J].岩土力学, 2004, 25 (S2): 449-452
[5] Qin Aifang, Chen Guangjin,Tan Yongwei,Sun De’an, Analytical Solution to One Dimensional Consolidation in Unsaturated Soils[J].Applied Mathematics and Mechanics[J], 2008,29(10):1329-1340(SCI, EI检索).
[6]秦爱芳,胡中雄,彭世娟,上海软土地区受卸荷影响的基坑工程被动区土体加固深度研究[J],岩土工程学报, 2008,30(6):935-941.(EI收录)
[7]秦爱芳,陈光敬,谈永卫,孙德安.非饱和土层一维固结问题的解析解[J].应用数学和力学, 2008,29(10): 1208-1218.
[8]秦爱芳,蒋晨旭,彭世娟,基坑开挖卸载影响深度分析[J].上海大学学报,2008,13 (3):205-210.
[9]秦爱芳,林金钱等.上海人工冻土冻胀特性和水分迁移的试验研究[J].上海大学学报,2009,14(2):10-16.
[10]Qin Aifang, Sun De’an, TanYongwei, Analytical solution to one-dimensional consolidation in unsaturated soils under loading changed exponentially with time, Computers and Geotechnics[J], 2010, 37(1): 233-238.(SCI, EI收录).
[11] Qin Aifang, Sun De’an and Tan Yongwei, Semi-analytical solution to one dimensional consolidation in unsaturated soils, Applied Mathematics and Mechanics[J], 2010,31(2): 215-226(SCI, EI收录).
[13] Qin Aifang, Sun De’an, Yang Liuping and Weng Yufei, A Semi-analytical solution to consolidation of unsaturated soils with the free drainage well, Computers and Geotechnics[J], 2010,37(7): 867-875 (SCI, EI收录).
[14]秦爱芳,羌锐,谈永卫,孙德安,非饱和土层一维固结特性分析[J],岩土力学, 2010, 31(6): 1891-1896(EI收录)
[15]秦爱芳,孙德安,谈永卫.非饱和土层一维固结问题的半解析解[J],应用数学和力学, 2010, 31(2): 199-209.
[16]秦爱芳,罗坤,孙德安,非饱和土粘弹性地基一维固结特性分析[J],上海大学学报, 2010,16(2): 203-209.
[17]秦爱芳,谢业贵,非饱和粘弹性地基在加荷随时间指数变化作用下的一维固结半解析解[J],建筑科学, 2011, 26(11):8-13.
[18]秦爱芳,阳柳平.两种边界条件下非饱和土一维固结特性分析[J],上海大学学报, 2011,17(3):314-319.
[19]秦爱芳,赵飞,赵小龙.几个缓冲材料参数对核废料处置库近场影响的二维有限元分析[J],上海大学学报,2012,18(5): 59-64.
[20]秦爱芳,赵小龙,王海堂,核废料处置库近场热-水-力耦合性状[J],地下空间与工程学报, 2013,9(5):1201-1207.
[21]秦爱芳,王海堂,赵小龙热源对核废料处置库近场性状的影响[J],上海大学学报, 2013 ,13 (5): 520-526.
[22]秦爱芳,张亚,施昱而,上海地铁隧道旁通道人工冻结法施工对周围环境的影响[J],四川建筑科学研究2013, 39(4):180-185.
[23]Aifang Qin, De’an Sun, Jiulong Zhang Semi-analytical solution to one-dimensional consolidation for viscoelastic unsaturated soils, Computers and Geotechnics[J], 2014,62(10): 110-117 (SCI, EI收录).
[24]秦爱芳,葛航.线性加荷情况下非饱和土层一维固结特性分析,上海大学学报, 2016,22 (5): 624-636.
[25]秦爱芳,吕康立.循环荷载下非饱和粘弹性地基一维固结特性分析[J],上海大学学报,2017, 23(6):
[26]秦爱芳,余继放,葛航.考虑涂抹区渗透系数变化的非饱和土砂井地基固结特性分析,工程地质学报, 2017,25 (3): 605-611.
[27]Wang, L., Sun, D. A., Qin, A. F. General semi-analytical solutions to one-dimensional consolidation for unsaturated soils[J]. Applied Mathematics and Mechanics (English Edition), 2017, 38 (6): 831-850. (SCI, EI收录).
[28]Wang, L, Sun, D. A, Qin, A. F, Xu Y. F. Semi-analytical solution to one-dimensional consolidation for unsaturated soils with semi-permeable drainage boundary under time-dependent loading[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2017 ,41:1636–1655(SCI, EI收录).
[29]Aifang Qin,Tianyi Li,De’an Sun A new explicit analytical solution to axisymmetric consolidation of vertical drain in unsaturated soils , 7th Asia-Pacific Conference on Unsaturated Soils ,2019/8/23.
[30]Tianyi Li, Aifang Qin, Yangcongqi Pei, De’an Sun Axisymmetric Consolidation of Unsaturated Soils with Vertical Drain with Radial and Vertical Drainage IOP Conference Series: Earth and Environmental Science, 2019, 233: 32044
[31]秦爱芳; 傅贤雷; 孙德安; 阮坤林; 李天义 ,化–力耦合条件下膨润土的体变特性[J] ,岩石力学与工程学报, 2019, 38(2): 3775-3782( EI收录).
[32]秦爱芳; 李天义; 裴杨从琪; 傅贤雷. 半渗透边界下非饱和土砂井地基固结特性[J] ,工程地质学报, 2019,(02): 390-397.
[33]秦爱芳, 贾旭.半渗透边界下非饱和土砂井地基固结特性,工程地质学报[J],2019,27(2):390-397
[34]秦爱芳, 贾旭. 初始孔隙率对高放射性废物处置库缓冲材料性状的影响[J]. 上海大学学报(自然科学版), 2019, 25(4): 516-525.
[35]杨亮; 赵忠义; 秦爱芳. 长江口软土的压缩特性及围堤沉降预测分析[J],上海大学学报(自然科学版), 2019, (04): 526-535.
[36]Li, Tianyi; Qin, Aifang, Pei, Yangcongqi. Sun, De'an, Fu, Xianlei. Semianalytical Solutions to the Consolidation of Drainage Well Foundations in Unsaturated Soils with Radial Semipermeable Drainage Boundary under Time-Dependent Loading[J], International Journal of Geomechanics, 2020(9): 04020150. (SCI, EI收录).
[37]Qin A. F., Xu W. F., Li T. Y., Jiang L. H.. General Analytical Solution to Consolidation of Unsaturated Soil with Vertical Drain considering Drain Resistance[J]. IOP Conference Series Materials Science and Engineering, 2020, 794:012039.
[38]Qin A. F., Jiang L. H., Li T. Y., Xu W. F.. Semi-analytical solutions to consolidation for unsaturated soils by vertical drains under arbitrary time-dependent loading[J]. IOP Conference Series: Materials Science and Engineering, 2020, 794(1):012057
[39]Qin A. F., Jiang L. H., Li L. Z., Li X. H.. Semi-analytical solution for consolidation of vertical drain to unsaturated soils considering well resistance and smear effect under time-varying loadings[C]//E3S Web of Conferences. EDP Sciences, 2020, 198: 02033.
[40]秦爱芳, 胡宏亮. 碱性溶液饱和高庙子钙基膨润土膨胀特性及预测[J]. 岩土力学, 2020, 41(S1): 123-131( EI收录).
[41]秦爱芳; 赵忠义; 孙德安; 林哲鑫,长江口软土的次固结特性试验研究及应用[J],地下空间与工程学报, 2020, 16(2): 395-405。
[42]秦爱芳; 傅贤雷; 阮坤林; 贾旭,膨润土-碳酸钙混合物的力学特性[J],上海大学学报. 自然科学版, 2020, 26(4): 628-639。
[43]Li Linzhong; Qin Aifang; Jiang Lianghua,Semi-analytical solution for the one-dimensional consolidation of multi-layered unsaturated soils with semi-permeable boundary[J], Journal of Engineering Mathematics, 2021, 130(1): 10-27(SCI, EI收录).
[44]Li, Linzhong; Qin, Aifang; Jiang,Lianghua. Semi-analytical solution for one-dimensional consolidation of a two-layered soil system with unsaturated and saturated conditions [J] International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45(15): 2284-2300(SCI, EI收录).
[45]Li Linzhong, Qin Aifang, Jiang Lianghua, Mei Guoxiong. Semianalytical Solution for One-Dimensional Consolidation in a Multilayered Unsaturated Soil System with Exponentially Time-Growing Permeable Boundary. Journal of Engineering Mechanics, 2021; 147(5): 04021025(SCI, EI收录).
[46]Li Linzhong, Qin Aifang, Jiang Lianghua. Semianalytical Solution of One-Dimensional Consolidation of Multilayered Unsaturated Soils. International Journal of Geomechanics, 2021; 21(8): 06021017(SCI, EI收录).
[47]]Qin Ai-fang; Jiang Liang-hua; Xu Wei-fang; Mei Guo-xiong Analytical solution to consolidation of unsaturated soil by vertical drains with continuous permeable boundary (连续渗透边界下非饱和土竖井地基固结解析解)[J] "Rock and Soil Mechanics (岩土力学-中英)",2021,42(5):1345-1354(SCI, EI收录).
[48]李林忠,秦爱芳,江良华,.层非饱和土地基一维固结半解析解[J],岩土工程学报,2021,44(2):315-323.( EI收录).
[49]秦爱芳,许薇芳,李天义.考虑井阻及涂抹作用的非饱和土竖井地基固结解析解[J].工程地质学报, 2021, 29(1): 214-221.
[50]Lianghua Jiang,Aifang Qin,Linzhong Li,Guoxiong Mei,Tianyi Li.Coupled consolidation via vertical drains in unsaturated soils induced by time-varying loading based on continuous permeable boundary[J] Geotextiles and Geomembranes ,2022,50(3): 383 392(SCI, EI收录).
[51]Aifang Qin,Xinhao Li,Tianyi Li,Lianghua Jiang. General analytical solutions for the equal-strain consolidation of prefabricated vertical drain foundation in unsaturated soils under time-dependent loading[J] ,International Journal for Numerical and Analytical Methods in Geomechanics, 2022/3/23, Online (SCI, EI收录).
[52]秦爱芳,胡宏亮.碱热耦合的膨润土-花岗岩岩屑混合物膨胀特性[J].上海大学学报(自然科学版), 2022, 28(1): 132-144.
[53]张孟喜,秦爱芳,孙德安,徐金明,武亚军,张文杰,岩土力学课程群的创新教学实践,高等建筑教育, 2011,20 (5 ):132-135.