土工合成纤维土工程特性的试验研究
doi: 10.13204/j.gyjz201405017
TEST RESEARCH ON GEOTECHNIQUE TEXTILE SOIL ENGINEERING CHARACTERISTICS
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摘要: 通过直剪试验和三轴压缩试验,探讨纤维长度、细度、韧度及纤维土配合比对纤维土抗剪强度和应力-应变关系的影响。结果表明:纤维的掺入对土体内摩擦角的影响较小,主要提高了土体的黏聚力;纤维土的应力-应变关系呈应变硬化的特点,不存在典型的黏着破坏和拉力破坏;纤维的长度、韧度和配合比对纤维土应力-应变关系和抗剪强度的影响显著,纤维细度的影响相对较小。Abstract: Through direct shear test and the triaxial compression test,the influence of fiber length,fineness, toughness,and mixing ratio on the stress strain curve and shear strength of textile soil ( TEXSOL) was discussed. The research showed that the influence of fiber incorporation on soil internal friction angle was small,and it mainly improved the soil cohesion; the stress-strain relationship of TEXSOL showed strain hardening characteristic,there was no typical adhesive failure and tensile failure; the influence of fiber length,toughness,and mixing ratio on the stressstrain curve and shear strength of TEXSOL was remarkable,and that of fiber fineness relatively small.
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Key words:
- TEXSOL /
- mixing ratio /
- strain hardening /
- triaxial compression test
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