废旧轮胎颗粒水泥混合土土工特性研究  

Geotechnical Properties of Soil Mixed with Waste Tire Granules and Cement

作　　者：李丽华[1,2] 陈辉[1] 肖衡林[1] 孙龙[1] 刘毅[1] 

机构地区：[1]湖北工业大学土木工程与建筑学院,武汉430068 [2]中国地质大学工程学院,武汉430074

出　　处：《长江科学院院报》2013年第10期58-61,共4页Journal of Changjiang River Scientific Research Institute

基　　金：国家自然科学基金项目(51178166);国家教育部科技重点项目(2010133);湖北省自然科学基金项目(2012FFB00606);长江科学院开放研究基金资助项目(CKWV2013222/KY)

摘　　要：砂土或黏土中加入废旧轮胎颗粒和水泥,可对土体进行改良,增加稳定性,提高强度和耐久性,同时可降低造价等,如用作路基或挡墙填料,或用作海岸涂层材料等,具有广阔的应用前景。对添加轮胎颗粒后的混合土进行了系列试验研究,以探讨混合土的土工力学特性。结果表明:养护龄期、轮胎颗粒和水泥含量对混合土无侧限抗压强度有较大影响,随轮胎颗粒含量减小,混合土渗透系数随之减小,CBR值(加州承载比)相应增加,剪切模量随之增加。试验表明,混合土用作改性土工材料其力学性能优良。By adding tire granules and cement into sandy soil or clay, the geotechnical properties of the mixed soil would be improved, such as increase the stability, enhance the strength and durability, and reduce cost. The mixed soil has broad application prospect as a filling material for subgrade and retaining wall or as a coating material for coast protection. Tests were carried out on the mixed soil to investigate its geotechnical properties. Results re- veal that the curing age, tire granule content and cement content have great influence on the unconfined compres- sive strength of the soil mixtures. With the decrease of tire granule content, the permeability of the soil mixture de- creases, the value of CBR （California Bearing Ratio） increases and the shear modulus increases. The tests indicate that the soil mixture have excellent mechanical properties as a modified geotechnical material.

关 键 词：轮胎颗粒 混合土 土工特性 渗透系数 

分 类 号：TV431[水利工程—水工结构工程]