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双向拉应变对有纺织物孔径参数影响的研究

唐琳 唐晓武 曲绍兴

岩土工程学报2016,Vol.38Issue(z1):134-140,7.
岩土工程学报2016,Vol.38Issue(z1):134-140,7.DOI:10.11779/CJGE2016S1025

双向拉应变对有纺织物孔径参数影响的研究

Influence of biaxial tensile strains on pore size parameters of woven geotextiles

唐琳 1唐晓武 2曲绍兴3

作者信息

  • 1. 哈尔滨工业大学 威海,山东威海 264209
  • 2. 浙江大学建筑工程学院滨海和城市岩土工程研究中心,浙江杭州310058
  • 3. 浙江大学工程力学系,浙江杭州 310027
  • 折叠

摘要

Abstract

The filtration applications of woven geotextiles are typically subjected to biaxial tensile strains. The pore size characteristics are important parameters in filtration design. Biaxial tensile strains can cause variations of pore size characteristics, which results in the failure of filtration. Depending on the microstructure of woven geotextiles, the variations of slit-films and pore sizes are analyzed. The mathematical model for strained microstructure of geotextiles is established. The analytical solutions of several pore size parameters corresponding to biaxial strains are proposed, including percent open area and analytical equivalent opening size. The equal biaxial tensile tests are carried out to verify the analytical solutions. The pore size parameters of three slit-film woven geotextiles subjected to different levels of strains are measured and analyzed through digital image analysis, including percent open area, pore size distributions and O95. The experimental results are compared with the analytical predictions. The analytical results correlate well with the experimental values and the rates of variations, and the pore size parameters change approximately linearly with the equal biaxial tensile strains.

关键词

有纺织物/孔径特征/双向拉应变/理论解/数字图像法

Key words

woven geotextile/pore size characteristic/biaxial tensile strain/analytical solution/digital image analysis

分类

建筑与水利

引用本文复制引用

唐琳,唐晓武,曲绍兴..双向拉应变对有纺织物孔径参数影响的研究[J].岩土工程学报,2016,38(z1):134-140,7.

基金项目

山东省自然科学基金项目(ZR2015PE006);哈尔滨工业大学(威海)校科学研究基金项目(HIT(WH)201423);山东省蓝色经济区工程建设与安全协同创新中心项目;哈尔滨工业大学科研创新基金项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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