[1] 刘广明,杨劲松,李冬顺. 基于电磁感应原理的堤坝隐患探测技术及其应用[J]. 岩土工程学报,2003(2):196-200.
[2] Cassiani G,Boaga J,Busato L,et al.Combined Geophysical Surveys for the Characterization of a Reconstructed River Embankment[C].Near Surface Geoscience 2016-22nd European Meeting of Environmental and Engineering Geophysics.2016.
[3] Jin L,Qi Z,Liang L,et al.Monitoring and characterizing the deformation of an earth dam in Guangxi Province, China[J].Engineering Geology,2019,248:50-60.
[4] Berhane G,Kebede S,Gebreyohannes T,et al.An integrated approach for detection and delineation of leakage path from Micro-Dam Reservoir (MDR): a case study from Arato MDR, Northern Ethiopia[J].Bulletin of Engineering Geology & the Environment,2016,75(1):193-210.
[5] 屠毓敏,刘国华,王振宇,等.龙凤山水库土石坝电阻率层析成像无损检测技术[J]. 岩土力学,2008,29(6):1597-1601.
[6] 陈江平,王鹏飞.差值高密度电法在堤防渗漏探测中应用[J].山西建筑,2020,46(23):169-170.
[7] 涂丹,邹晨阳.高密度电阻率法在东山门水库堤坝隐患探测中的应用[J].中国水能及电气化,2019(4):60-64.
[8] 高加成,甘新民.堤坝蚁穴发育规律及早期防治措施研究[J].湖南理工学院学报(自然科学版),2003,16(3):87-90.
[9] 商忠.浅谈水库工程大坝渗漏成因及治理措施研究[J].科技致富向导,2012(7):385,292.
[10] 岑兆伍.堤坝裂缝抢险技术探析[J].沿海企业与科技,2011(6):96-97.
[11] 任寿所.土石坝工程渗漏中存在常见问题与处理措施[J].经营管理者,2010(19):347-380.
[12] 栾艳.土石坝渗透规律与渗漏机理研究[D].重庆:重庆交通大学,2009.
[13] 赵天明.山区小水库土坝渗透漏成因及其加固对策[J].河北水利,1995(6):22-23.
[14] Coggon J H.Electromagnetic and electrical modeling by the finite element method[J].Geophysics,1971,36(1):132-155.
[15] Holcombe H T, Jiracek G R.Three-dimensional terrain corrections in resistivity surveys[J].Geophysics,1984,49(4):439-452.
[16] Pridmore D F,Hohmann G W,Ward S H,et al.An investigation of finite-element modeling for electrical and electro⁃magnetic data in three dimensions[J].Geophysics,1981,46(7):1009-1024.
[17] 王小龙,冯宏,田华光,等.基于COMSOL MULTIPHYSICS的直流电法正演模拟[J].煤田地质与勘探, 2011(5):76-80.
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