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轮胎条改良黄土剪切强度与体变特性试验研究
Experimental Studies of Shear Strength and Volumetric Strain Characteristics of Shredded Tire Chips-Loess Soil Mixtures
【摘要】 为了探究轮胎条尺寸效应及掺量对西北地区黄土剪切力学特性、变形特征影响,寻找体应变与剪切强度关系。通过室内大型直剪试验,研究了轮胎块-黄土混合土剪切过程中的力学和变形特性,研究结果表明轮胎条加筋土抗剪强度特性除与轮胎条的掺量、外观比及尺寸大小有关外,还与黄土的的密度及正应力等因素有关。试验发现轮胎条、黄土两种介质的相互影响发挥了混合体的强度效应,轮胎条的掺入改良了黄土的性质,改善了接触面上的摩擦特性。从试验上证实废弃轮胎改良块黄土效果较为显著,为黄土改良及减少黄土引起的工程地质灾害开拓了一个新的方法。
【Abstract】 The influence of the dimensions of shredded tire chips on the shear strength and volumetric strain characteristics of shredded tire-loess soil mixtures were studied throughout the large-scale direct-shear tests.The shear strength and volumetric strain parameters were affected by the mixture content and dimensions of the shredded tire,density of the tested samples and the magnitude of the applied normal stress.The experimental test results indicated that the frictional properties at the contact surface among the shredded tire chips were improved by the loess soils and the properties of the mixtures were enhanced.It is concluded that the engineering properties of loess soils can be improved by adding the shredded tire chips.
【Key words】 geotechnical engineering; shredded tire chips; mixture contents; volumetric strain;
- 【文献出处】 土工基础 ,Soil Engineering and Foundation , 编辑部邮箱 ,2019年02期
- 【分类号】TU444
- 【被引频次】2
- 【下载频次】101