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

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Bibliographic Details
Title:	The Adsorption Capacity, Pore Structure, and Thermal Behavior of the Modified Clay Containing SSA.
Authors:	Lu, Haijun¹, Zhang, Qian¹, Dong, Yiqie¹, Li, Jixiang¹, Zhang, Xiong¹
Source:	Advances in Materials Science & Engineering. 6/15/2016, p1-7. 7p.
Subjects:	Adsorption kinetics, Gettering, Desorption, Sorption, Adsorption capacity
Abstract:	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. [ABSTRACT FROM AUTHOR]
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Database:	Engineering Source

Description
Abstract:	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. [ABSTRACT FROM AUTHOR]
ISSN:	16878434
DOI:	10.1155/2016/9894657