摘要
通过渗透试验研究及计算分析,探讨了无纺布对其保护土体的渗透稳定性和岸坡结构稳定性的影响。
Based on the permeability experiment and analysis, the effect of non-woven fabrics for preventing the seepage failure and protecting the stabilization of river bank is deeply probed.
出处
《湖北水力发电》
2002年第3期48-50,共3页
Hubei Water Power
关键词
无纺布
护岸工程
渗流
岸坡稳定
non-woven fabric, revetment works, seepage flow, stabilization of bank slope
