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The numerical model of the direct shear test is built. The shear stress nephograms of the liner system between the geomembrane and the clay in different load steps under different normal pressures indicate the locations of the maximum shear stress, and the characteristics of the interface shear stress-displacement relations. It is shown that the stress-displacement curve does not display a hardening behavior under a low normal pressure, however, with the increase of the normal pressure the hardening behavior of the stress-displacement curve becomes more evident. The shear stress at the edge is larger than that in other places in the model. The macroscopic phenomena of the direct shear test are reproduced by the numerical simulations, and it is indicated that the numerical simulations is an effective way to study the mechanism of the internal liner system., authors=GUO Xingwen1, HUANG Luye1, SHI Jianyong2, authorsList=GUO Xingwen;HUANG Luye;SHI Jianyong, authorCompany=1. 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填埋场复合衬垫系统直剪试验的数值模拟
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科技导报 | 研究论文 2013, 31(27): 37-42
填埋场复合衬垫系统直剪试验的数值模拟
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郭兴文1, 黄录野1, 施建勇2
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    1. 河海大学力学与材料学院, 南京 210098;2. 河海大学土木与交通学院, 南京 210098
Numerical Simulation of Landfill Liner System in Direct Shear Test
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出版时间: 2013-09-28 doi: 10.3981/j.issn.1000-7857.2013.27.005
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考虑填埋场衬垫系统材料间的接触特性,建立了复合衬垫系统直剪试验的有限元模型,采用ANSYS程序对填埋场复合衬垫系统的直剪试验过程进行了数值仿真分析。给出了不同法向力作用下不同加载时步衬垫系统中土工膜-黏土界面的剪应力云图,研究了界面内剪应力的分布情况,分析了接触面最大剪应力出现的位置及界面切应力变化特征;绘制了衬垫系统界面的应力-位移关系曲线,探讨不同法向力作用下不同位置点沿剪切位移方向的切应力τzy和垂直剪切位移方向的切应力τzx变化特点。结果表明,随法向力增加,界面切应力-位移曲线的硬化现象越明显;界面边缘位置处的切应力较大是界面破坏的源头;数值模拟可以再现试验发生的宏观现象,这是研究衬垫系统内部作用机理的一种有效途径。
复合衬垫系统  /  直剪  /  有限元数值模拟  /  界面特性  /  应力-位移曲线  /  破坏特征
This paper investigates the shearing behavior of the liner system by using the ANSYS software. The numerical model of the direct shear test is built. The shear stress nephograms of the liner system between the geomembrane and the clay in different load steps under different normal pressures indicate the locations of the maximum shear stress, and the characteristics of the interface shear stress-displacement relations. It is shown that the stress-displacement curve does not display a hardening behavior under a low normal pressure, however, with the increase of the normal pressure the hardening behavior of the stress-displacement curve becomes more evident. The shear stress at the edge is larger than that in other places in the model. The macroscopic phenomena of the direct shear test are reproduced by the numerical simulations, and it is indicated that the numerical simulations is an effective way to study the mechanism of the internal liner system.
liner system  /  direct shear  /  numerical simulation  /  interface characteristics  /  stress-displacement curve  /  failure characteristics
郭兴文;黄录野;施建勇. 填埋场复合衬垫系统直剪试验的数值模拟. 科技导报, 2013 , 31 (27) : 37 -42 . DOI: 10.3981/j.issn.1000-7857.2013.27.005
GUO Xingwen;HUANG Luye;SHI Jianyong. Numerical Simulation of Landfill Liner System in Direct Shear Test[J]. Science & Technology Review, 2013 , 31 (27) : 37 -42 . DOI: 10.3981/j.issn.1000-7857.2013.27.005
2013年第31卷第27期
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doi: 10.3981/j.issn.1000-7857.2013.27.005
  • 接收时间:2013-03-22
  • 首发时间:2013-09-28
  • 出版时间:2013-09-28
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  • 收稿日期:2013-03-22
  • 修回日期:2013-04-24
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2种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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