为促进轻质土在岩土工程中的广泛应用,添加改性聚丙烯纤维改善其力学性能,通过无侧限抗压强度试验分析探讨了纤维聚苯乙烯泡沫(EPS)颗粒轻质土强度-变形特性、受压破坏模式和无侧限抗压强度的影响因素,并运用 SEM从微观层次上分析了其力学机制。结果表明:不同 EPS颗粒、纤维及水泥掺量时,纤维 EPS颗粒轻质土的应力-应变曲线不同;EPS和水泥掺量是强度的主要影响因素,其次为纤维掺量;强度随 EPS掺量的增大而显著降低,随水泥掺量增大而显著提高;未加纤维的EPS颗粒轻质土松散且易破碎,强度骤然丧失;添加纤维能提高轻质土的峰值强度、残余强度、整体性和韧性,改善其脆性破坏模式;但 EPS掺量较高(大于干土质量的3%)时,纤维与水泥土粘结有限,EPS颗粒轻质土力学性能改善效果较弱;EPS颗粒为空心蜂巢结构,纤维表面布满针状的水泥水化物并形成空间网状结构。所得结论表明纤维改善了轻质土力学性能。
In order to promote the wide application of lightweight soil in geotechnical engineering,modified poly-propylene fiber was added to improve its mechanical properties,the influencing factors of strength-deformation char-acteristics,compressive failure mode and unconfined compressive strength of fiber expanded polystyrene (EPS)par-ticles lightweight soil were analyzed and discussed by unconfined compressive strength test,and the mechanics mechanism of fiber EPS particle lightweight soil was analyzed from micro level by SEM.The results show that when the EPS particle,fiber and cement contents are different,the stress-strain curves of fiber EPS particle lightweight soil are different.EPS and cement contents are the main factors which influence strength,and fiber content is the second.The strength decreases sharply with the increase of EPS content,and increases sharply with the increase of cement content.The EPS particle lightweight soil without adding fiber becomes loose and broken easily,and loses strength suddenly.The addition of fiber can enhance the peak strength,residual strength,integrity and toughness of lightweight soil,and improve its brittle failure mode.However,when the EPS content is higher (more than 3%for the mass of dry soil),the adhesion between fiber and cemented soil is limited,and the improvement performance for mechanical properties of EPS particle lightweight soil is weaker.EPS particle is hollow honeycomb structure,fi-ber is covered with the needle-like hydration of cement on the surfaces and forms space network structure.The con-clusions obtained show that fiber improves the mechanical properties of lightweight soil.
参考文献
[1] | 汤峻;朱伟;李明东;姬凤玲.砂土EPS颗粒混合轻质土的物理力学特性[J].岩土力学,2007(5):1045-1049. |
[2] | 周晔;郑荣跃;刘干斌;周剑钊.EPS轻质土强度试验及在软土路基沉降控制中的应用[J].公路交通科技,2010(8):34-39. |
[3] | 顾建武.EPS颗粒混合轻质土在高速公路的应用[J].公路,2013(10):9-12. |
[4] | 徐光黎;杨银湖.轻量土及其在工程中的应用[J].地质科技情报,2005(4):94-98. |
[5] | 陈忠平;孙仲均;钱争晖.泡沫轻质土充填技术及应用[J].施工技术,2011(10):74-76. |
[6] | 柳崇敏.EPS颗粒混合轻质土技术在钱江通道南接线工程中的应用[J].交通标准化,2014(09):82-85. |
[7] | 朱伟,姬凤玲,马殿光,李明东.疏浚淤泥泡沫塑料颗粒轻质混合土的抗剪强度特性[C].岩石力学与工程学报(中国岩石力学与工程学会2005年边坡、基坑与地下工程新技术新方法研讨会:论文专辑),2005:5721-5726. |
[8] | 刘汉龙;董金梅;周云东;王俊杰;高玉峰.聚苯乙烯轻质混合土物理力学特性的影响因素[J].岩土力学,2005(3):445-449. |
[9] | 侯天顺;徐光黎;楼建东.轻量砂变形及强度特性三轴试验研究[J].岩土力学,2011(10):2989-2997. |
[10] | 董金梅;王沛;柴寿喜.水泥-改性聚乙烯醇固化轻质土的强度特性[J].建筑材料学报,2011(4):576-580. |
[11] | 李小龙;李国忠.纤维增强发泡保温复合材料的制备与性能[J].复合材料学报,2014(3):541-549. |
[12] | 唐朝生;施斌;高玮;蔡奕;刘瑾.含砂量对聚丙烯纤维加筋黏性土强度影响的研究[J].岩石力学与工程学报,2007(z1):2968-2973. |
[13] | 董金梅 .聚苯乙烯轻质混合土工程特性的试验研究[D].河海大学,2005. |
[14] | 王德银;唐朝生;李建;刘宝生;唐伟;朱昆.纤维加筋非饱和黏性土的剪切强度特性[J].岩土工程学报,2013(10):1933-1940. |
[15] | 曹勇;合田公一;吴义强.甘蔗渣纤维增强聚丙烯复合材料的制备和力学性能[J].复合材料学报,2007(6):1-6. |
[16] | 唐朝生;施斌;高玮.聚丙烯纤维和水泥对粘性土强度的影响及机理研究[J].工程地质学报,2007(1):108-113. |
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