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人工配制生活垃圾强度特性的超大型直接剪切试验
引用本文:占秀娣, 严立俊, 吴大志, 张振营. 2015: 人工配制生活垃圾强度特性的超大型直接剪切试验. 工程地质学报, 23(5): 930-936. DOI: 10.13544/j.cnki.jeg.2015.05.015
作者姓名:占秀娣  严立俊  吴大志  张振营
作者单位:1.浙江理工大学 杭州 310018
基金项目:国家自然科学基金项目(50878197、51178432、51478436),浙江省自然科学基金项目(LY14E080021),浙江理工大学研究生创新项目(YCX13031)资助
摘    要:将生活垃圾分为易降解材料、难降解材料和不可压缩的固体材料3大类,其比例为50%、15%、35%。在环境土工实验室,人工配制该比例的垃圾,采用超大型直接剪切试验仪器,进行了生活垃圾强度特性及抗剪强度参数的研究。研究表明,生活垃圾的强度与压缩时间和剪应变有关,且符合库仑定律,得到了初始孔隙比为2.9的生活垃圾在不同压缩时间及不同剪应变下的抗剪强度参数,黏聚力为9.69~15.64kPa,内摩擦角为18.73~35.53。

关 键 词:生活垃圾  超大型直接剪切试验  抗剪强度  黏聚力  内摩擦角
收稿时间:2014-06-18
修稿时间:2014-11-01

ULTRA-LARGE DIRECT SHEAR TEST FOR SHEAR STRENGTH PROPERTIES OF ARTIFICIAL MUNICIPAL SOLID WASTE
ZHAN Xiudi, YAN Lijun, WU Dazhi, ZHANG Zhenying. 2015: ULTRA-LARGE DIRECT SHEAR TEST FOR SHEAR STRENGTH PROPERTIES OF ARTIFICIAL MUNICIPAL SOLID WASTE. JOURNAL OF ENGINEERING GEOLOGY, 23(5): 930-936. DOI: 10.13544/j.cnki.jeg.2015.05.015
Authors:ZHAN Xiudi  YAN Lijun  WU Dazhi  ZHANG Zhenying
Affiliation:1.Zhejiang Sci-Tech University, Hangzhou 310018
Abstract:The materials of municipal solid waste(MSW)can be divided into three parts. They are respectively the materials of easily degradation, difficulty degradation, and incompressibility. Their proportions are 50%, 15%, and 35%,respectively. Their shear strength properties and parameters are examined with an ultra-large direct shear test equipment. The artificial MSW is tested in a geo-environmental laboratory. The test results show that the compression time and shear strain are two key factors for MSW shear strength. The relationship between the shear strength and the vertical pressure applied on the test samples conforms to follow the frictional law of Mohr-Coulomb. Besides, the shear strength parameters of MSW are obtained with the initial void ratio equaling 2.9 under different compression times and different shear strains. The cohesion varies from 9.69 to 15.64kPa. The internal friction angle varies from 18.73to 35.53.
Keywords:Municipal solid waste  Direct shear test  Shear strength  Cohesion  Internal friction angle
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