The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA

Sewage sludge ash (SSA) was created by burning municipal sludge. The potential of clay containing 1 or 3 or 5% SSA was assessed for use as a landfill liner-soil material. Batch adsorption, low temperature N2 adsorption, and TG-DTA tests were performed to evaluate the adsorption capacity, micropore s...

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Main Authors: Haijun Lu, Qian Zhang, Yiqie Dong, Jixiang Li, Xiong Zhang
Format: Article
Language:English
Published: Hindawi Limited 2016-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2016/9894657
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spelling doaj-ac6aea84a5f348dc994b22e14aa094422020-11-25T00:29:55ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422016-01-01201610.1155/2016/98946579894657The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSAHaijun Lu0Qian Zhang1Yiqie Dong2Jixiang Li3Xiong Zhang4Institute of Poromechanics, Wuhan Polytechnic University, Wuhan 430023, ChinaInstitute of Poromechanics, Wuhan Polytechnic University, Wuhan 430023, ChinaInstitute of Poromechanics, Wuhan Polytechnic University, Wuhan 430023, ChinaInstitute of Poromechanics, Wuhan Polytechnic University, Wuhan 430023, ChinaInstitute of Poromechanics, Wuhan Polytechnic University, Wuhan 430023, ChinaSewage sludge ash (SSA) was created by burning municipal sludge. The potential of clay containing 1 or 3 or 5% SSA was assessed for use as a landfill liner-soil material. Batch adsorption, low temperature N2 adsorption, and TG-DTA tests were performed to evaluate the adsorption capacity, micropore structure, thermostability, and components of soils under Cr(VI) and Pb(II) chemical solutions. With the increasing amount of SSA in modified clay, the adsorption capacity of Cr(VI) and Pb(II) to the modified clay increases gradually. After absorption, the pore size of modified clay ranges from 2 nm to 8 nm. With the increasing amount of absorption, the pore volume decreases and the specific surface area increases. With the increasing of adsorption concentration of Cr(VI) and Pb(II), the mass loss percentage of modified clay increases to 23.4% and 12.6%, respectively. The modified clay containing SSA may be used as a good barrier material to attenuate contamination of Cr(VI) and Pb(II) in landfills.http://dx.doi.org/10.1155/2016/9894657
collection DOAJ
language English
format Article
sources DOAJ
author Haijun Lu
Qian Zhang
Yiqie Dong
Jixiang Li
Xiong Zhang
spellingShingle Haijun Lu
Qian Zhang
Yiqie Dong
Jixiang Li
Xiong Zhang
The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA
Advances in Materials Science and Engineering
author_facet Haijun Lu
Qian Zhang
Yiqie Dong
Jixiang Li
Xiong Zhang
author_sort Haijun Lu
title The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA
title_short The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA
title_full The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA
title_fullStr The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA
title_full_unstemmed The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA
title_sort adsorption capacity, pore structure, and thermal behavior of the modified clay containing ssa
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8434
1687-8442
publishDate 2016-01-01
description Sewage sludge ash (SSA) was created by burning municipal sludge. The potential of clay containing 1 or 3 or 5% SSA was assessed for use as a landfill liner-soil material. Batch adsorption, low temperature N2 adsorption, and TG-DTA tests were performed to evaluate the adsorption capacity, micropore structure, thermostability, and components of soils under Cr(VI) and Pb(II) chemical solutions. With the increasing amount of SSA in modified clay, the adsorption capacity of Cr(VI) and Pb(II) to the modified clay increases gradually. After absorption, the pore size of modified clay ranges from 2 nm to 8 nm. With the increasing amount of absorption, the pore volume decreases and the specific surface area increases. With the increasing of adsorption concentration of Cr(VI) and Pb(II), the mass loss percentage of modified clay increases to 23.4% and 12.6%, respectively. The modified clay containing SSA may be used as a good barrier material to attenuate contamination of Cr(VI) and Pb(II) in landfills.
url http://dx.doi.org/10.1155/2016/9894657
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