摘要
土工膜在工程中应用已经很多,但对应用经验进行总结,提高到理性的高度,还做得很少,理论大大落后于实践的状况尚未从根本上改变。根据土工膜的工作机理、材料特性、工程的边界条件和破坏模式,针对坝体土工膜防渗结构的稳定计算和分析方法还有待进一步研究。
Geomembrane in engineering has been used many, but to sum up the experience, to a high degree of rationality, but also has done very little theory behind the practice greatly the situation has not yet fundamentally changed. According to the work of geomembrane, material properties, the boundary conditions and engineering failure mode, for geomembrane impermeable structure of the dam stability calculation and analysis methods have yet to be studied further.
出处
《水利科技与经济》
2008年第10期805-807,818,共4页
Water Conservancy Science and Technology and Economy
基金
新疆水利水电工程重点学科基金资助(xjzdxk-2002-10-05)
新疆高校科研计划重点项目资助(xjEDU2005I09)
关键词
土工膜
防渗结构
稳定计算
geomembrane
impermeable structure
stability calculation
