[1] 颜宏亮.水工建筑物[M].北京:化学工业出版社,2007:118-119.
[2] 魏继中,刘圯,廖文丽.长海水库复合土工膜防渗体系渗流分析[J].人民长江,2014,45(s1):107-108.
[3] MESSERKLINGER S. Failure of a geomembrane lined embankment dam Case study[J]. Geotextiles and Geomembranes,2014,42(3):256-266.
[4] GIROUD J P, BADUTWENEBOAH K, BONAPARTE R. Rate of leakage through a composite liner due to geomembrane defects[J]. Geotextiles and Geomembranes,1992,11(1):1-28.
[5] GAN L, SHEN Z H, YAN, Z G et al. Numerical simulation of geomembrane defect leakage by saturatedunsaturated seepage method[J]. Advanced Materials Research,2014,904:474-478.
[6] 吴景海,陈环.土工膜防渗层渗漏流量的计算[J].岩土工程学报,1995,17(2):93-99.
[7] 李旺林,李志强,魏晓燕,等.土工膜缺陷渗漏引起气胀的研究[J].岩土工程学报,2013,35(6):1161-1165.
[8] 胡利文,陈嘉欧.土工膜微结构破损机理分析[J].岩土力学,2002,23(6):702-705.
[9] 束一鸣.土工膜连接和缺陷渗漏量计算与缺陷渗流影响[J].人民长江,2002,33(3):26-28.
[10] 刘凤茹.复合土工膜缺陷渗透量试验观测[J].南水北调与水利科技.2004,2(2):49-51
[11] 孙丹,沈振中,崔健健.土工膜缺陷引起的土工膜防渗砂砾石坝渗漏数值模拟[J].水电能源科技,2013,31(4):69-73.
[12] 李霞.内蒙古克什克腾旗蒸发塘缺陷渗漏试验研究[D].北京:中国地质大学,2013:26-52.