摘要
土工膜在坝坡、岸坡中的破坏形式主要是浅层滑动,土工膜防渗结构的铺设角度关系着土体的稳定性。对此问题进行了精确的计算,可供设计人员参考。
Geomembrane in the slope, the banks in the form of the damage is shallow sliding, geomembrahe impermeable structure of the angle between the laying of the soil stability. In this paper, the issue of the precise terms of reference for designers.
出处
《水利科技与经济》
2008年第11期878-879,共2页
Water Conservancy Science and Technology and Economy
关键词
土工膜
铺膜临界角
莫尔-库伦理论
geomembrane
filming critical agngle
Moore - Nkumnziza theory
