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反滤机制下土工布孔隙结构变化研究
引用本文:张达德,丁元皓,程家玲.反滤机制下土工布孔隙结构变化研究[J].岩土工程学报,2004,26(4):500-504.
作者姓名:张达德  丁元皓  程家玲
作者单位:中原大学土木工程学系;中华大学科技管理研究所 台湾中坜;台湾中坜;台湾新竹;
摘    要:阐述在过滤排水行为中,土壤颗粒受水流冲刷对土工布孔径造成的影响。说明在不同土壤级配的条件下,过滤排水行为中,土体内部的颗粒行为与机制。同时提供试验方法的应用与限制条件。

关 键 词:伸入式水力坡降比试验  临界气泡法  孔径分布  抗阻塞潜能  
文章编号:1000-4548(2004)04-0500-05

Study on variation of pore structure of geotextiles effected by filtration with soils
CHANG Dave Ta-tech,TING Yuan-hao,CHENG Chia-ling.Study on variation of pore structure of geotextiles effected by filtration with soils[J].Chinese Journal of Geotechnical Engineering,2004,26(4):500-504.
Authors:CHANG Dave Ta-tech  TING Yuan-hao  CHENG Chia-ling
Affiliation:1.Department of Civil Engineering, Chung-Yuan Christian University, Chungli Taiwan, China; 2.Institute of Technology Management, Chung Hua University, Shinchu Taiwan, China
Abstract:A complete test procedure had been studied includ ing Modified Gradient R atio Test and Bubble Point Method in order to evaluate the anti-clogging poten ti al of a soil/geotextile system. The performance mechanism of soil particles and geotextile f abrics during filtration/drainage behavior had been revealed. The tests used in this study had been recommended with specific application conditions.
Keywords:modified hydraulic gradient ratio test  bubble point m ethod  grain size distribution  auti-clogging potential
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