摘要
结合某复合土工膜斜墙坝工程材料实际情况,自行设计试验装置,进行复合土工膜缺陷渗透量试验研究,经长期观测得到复合土工膜在不同缺陷孔径、不同水头作用下的缺陷渗透量实测值。分析了复合土工膜的缺陷渗透作用机理及相关因素对其影响,为土工膜的防渗设计提供依据。
Combine the actual engineering-composite geomembrane tilting core dam, a seepage instrument is designed to test the leakage due to defects geomembranes. Gained the real leakage due to defects in geomembranes under different aperture of damnification, different water pressure. Analyzing the primary factor that influences the magnitude of leakage due to defects in geomembranes. The study will offer the reference basis for the design of geomembranes.
出处
《南水北调与水利科技》
CAS
CSCD
2004年第2期49-51,共3页
South-to-North Water Transfers and Water Science & Technology
关键词
复合土工膜
等效孔径
缺陷渗透量
垫层材料
复合防渗层
试验现象
composite geomembranes
equivalent aperture
leakage duc to defects in geomembranes
underlay material
composite seepage prevention structures
testing phenomenon