Investigating the zeolite and bentonite adsorbent effect on different parameters of soil

被引:3
|
作者
Hosseinzade, Mohammad [1 ]
Hassanlourad, Mahmuod [1 ]
Naeini, Seyed Abolhassan [1 ]
机构
[1] Imam Khomeini Int Univ, Civil Engn Dept, Qazvin, Iran
关键词
adsorbent; clayey sand; cyclic triaxial test; dynamic behaviour; excess pore pressure; lead nitrate; static strength parameters; zeolite; LEAD II; REMOVAL; ADSORPTION; STRENGTH;
D O I
10.1680/jgrim.21.00061
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Contamination of soils and groundwater resources has become one of the most serious global environmental problems in recent years. The use of natural and inexpensive adsorbents such as zeolite is one of the appropriate methods to prevent the spread of contaminants and increase the adsorption capacity of the soil. In this research, the behaviour of the mixture of sand with 15% kaolinite clay is investigated at first, in both conditions of non-contaminated and contaminated with lead nitrate. Due to the limited adsorption capacity of the sand containing kaolinite, different percentages of zeolite adsorbent were added to this mixture to investigate the adsorption capacity and changes in strength parameters of the soil and adsorbent mixture. According to the results of the atomic adsorption test, zeolite has a favorable effect on increasing the adsorption capacity of heavy metals in soils such that by adding 5% zeolite, the amount of lead adsorption capacity increases by about 70%. The dynamic behaviour of these compounds in both conditions of non-contaminated and contaminated with lead nitrate was studied. Dynamic behaviour shows that in the combination of soil with both types of adsorbents, by increasing the concentration of heavy metal, the cycles corresponding to Ru decreases.
引用
收藏
页码:261 / 272
页数:12
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