摘要
土工膜有一定的延性，做重力坝防渗体不会发生温度缝、沉降缝，且造价较低。针对各种土工膜的性能采取不同的布置型式，并对其计算方法进行探讨。
Geomembrane has been proved as good impervious material.Various laying styles suitable for differently characterized geomembranes and the corresponding calculating methods were discussed.
出处
《黑龙江大学工程学报》
1999年第3期14-16,19,共4页
Journal of Engineering of Heilongjiang University
关键词
土工膜
布置型式
防渗体
geomembrane,laying style,impervious device,dam stress,sliding resistant stability.
