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Assessment of Shear Strength Characteristics and Zinc Adsorption Capacities of Zeolite-Amended Soils for Adsorptive Fill Materials
천연 제올라이트가 혼합된 흡착성 성토재의 전단강도 특성 및 아연 흡착 특성 평가

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Authors
Jihye Park
Advisor
박준범
Major
공과대학 건설환경공학부
Issue Date
2017-02
Publisher
서울대학교 대학원
Keywords
Adsorptive fill materials
Description
학위논문 (석사)-- 서울대학교 대학원 : 건설환경공학부, 2017. 2. 박준범.
Abstract
In industrial complexes, gas stations and railbeds, soil and groundwater contamination have occurred frequently and at a high concentration. Especially, zinc, which is one of the most common contaminants in the industrial areas, is needed to be controlled properly. A concept of fill layer construction using adsorptive soil materials is introduced in this study to minimize spreading of contamination.
The purpose of this study is to evaluate shear strength characteristics and adsorption capacity of candidate materials for adsorptive fill materials. The candidate materials consist of weathered granite soil as a base material and natural zeolite for adsorptive materials. The composition methods were amendment and partial substitution. Amendment was the composition method that zeolite similar to particle size distribution of weathered granite soils was amended to weathered granite soils. Partial substitution was the method that fine parts of weathered granite soils were substituted with fine particles of natural zeolite. Shear stength characteristics and adsorption capacities of zeolite-amended soils and partially substituted materials through compaction test, direct shear test and sorption isotherm equilibrium test.
In case of amendment, test results showed that internal friction angle was decreased with increasing zeolite content while adsorption capacity was increased linearly. In case of partial substitution, shear strength parameters and adsorption capacities were higher than those of zeolite-amended soils. That is, partially substituted materials could be developed as adsorptive fill materials with maximizing adsorption capacity of materials and maintaining the shear strength of materials at weathered granite soils level.
Language
English
URI
https://hdl.handle.net/10371/124350
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Civil & Environmental Engineering (건설환경공학부)Theses (Master's Degree_건설환경공학부)
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