Geomechanics and Engineering

  • 제31권3호
  • /
  • Pages.305-318
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  • 2022
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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An assessment of the mechanical behavior of zeolite tuff used in permeable reactive barriers

  • Cevikbilen, Gokhan (Department of Civil Engineering, Istanbul Technical University, ITU Ayazaga Campus, Faculty of Civil Engineering)
  • 투고 : 2021.10.24
  • 심사 : 2022.10.30
  • 발행 : 2022.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

Permeable reactive barriers used for groundwater treatment require proper estimation of the reactive material behavior regarding the emplacement method. This study evaluates the dry emplacement of zeolite (clinoptilolite) to be used as a reactive material in the barrier by carrying out several geotechnical laboratory tests. Dry zeolite samples, exhibited higher wetting-induced compression strains at the higher vertical stresses, up to 12% at 400 kN/m2. The swelling potential was observed to be limited with a 3.5 swell index and less than 1% free swelling strain. Direct shear tests revealed that inundation reduces the shear strength of a dry zeolite column by a maximum of 10%. Falling head permeability tests indicate decreasing permeability values with increasing the vertical effective stress. Regarding self-loading and inundation, the porosity along the zeolite column was calculated using a proposed 1D numerical model to predict the permeability with depth considering the laboratory tests. The calculated discharge efficiency was significantly decreased with depth and less than 2% relative to the top for barrier depths deeper than 20 m. Finally, the importance of directional dependence in the permeability of the zeolite medium for calibrating 2D finite element flow analysis was highlighted by bench-scale tests performed under 2D flow conditions.

키워드

과제정보

This study was funded by Istanbul Technical University Research Fund (ITu-BAP; project no MGA-43814) The author would like to thank the ITU, Faculty of Civil Engineering, Geotechnical Engineering Laboratories. MATLAB R2018a tools were used to model 1D self-loading and hdyro-compression analysis of zeolite column. PLAXIS 2D (2019) software was used to model 2D flow analysis of bench scale test. Generic Mapping Tools (GMT; Wessel and Smith,1998) software was used to prepare Fig. 1. The author appreciates Dr. Zeynep Camtakan for supporting in bench scale model setup used in this study.

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