膨润土防水毯水化的膨胀应力
Kuei Suan Jen Hsueh Pao/ Journal of the Chinese Ceramic Society(2006)
Abstract
采用自制膨胀力测定仪对美国CETCO公司膨润土防水毯(geosynthetic clay liner,GCL)饱和吸水膨胀应力进行了直接测定.结果表明:GCL吸水膨胀应力在测试过程中随时间的变化可明显分出3个阶段,即:应力快速增加,应力缓慢增加和应力平缓波动阶段.3个阶段的膨胀应力值相应为(1.17~4.05)×10-2,(4.05~7.07)×10-2 MPa和(7.07~7.19)×10-2MPa.撤销饱和吸水条件后,膨胀应力值以1.53×10-3MPa/h速率降回到初始值.膨胀应力的分阶段变化表明:膨胀应力的增加会阻止水在GCL中扩散,进而抑制水渗透,达到防水效果.此外,饱和吸水状态下,膨润土的持续膨胀应力对其周围工程材料将产生潜在影响,特别是当GCL安置于地下水位附近时,水位变化导致的应力振荡有可能直接破坏周围工程材料.
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Key words
Geosynthetic clay liners,Swell stress measurement,Water sorbed swell,Waterproof
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