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Enzyme induced cementation of biochar-intercalated soil: fabrication and characterization

  • A. AlmajedEmail author
S. I. BIOCHAR
  • 22 Downloads
Part of the following topical collections:
  1. Implications of Biochar Application to Soil Environment under Arid Conditions

Abstract

This paper presents the effect of adding biochar on the sand treated by a bio-inspired technique known as enzyme-induced carbonate precipitation (EICP). In EICP, free urease enzyme is used to accelerate the reaction between calcium chloride and urea to induce calcium carbonate precipitation in soil pores. A laboratory study was conducted to investigate the efficiency of three different biochars produced at different temperatures (300, 500, and 700 °C) and applied at 1% to the soil. The precipitation is expected to change the mechanical properties of the treated soil through binding particles and reducing the impact of the ammonia chloride. The outcome of this study illustrated that adding biochar will decrease the cementation bonding between particles, strength, due surface structure, and functional groups of biochar. Furthermore, lower pH was recorded at a lower pyrolysis temperature compared to a high pyrolysis temperature. However, the high pyrolysis temperature indicated that higher porosity would decrease the efficiency of precipitation. Unconfined compressive strength, scan electron microscopy, energy-dispersive X-ray spectroscopy, and X-ray diffractometer were illustrated, and the type of precipitation and crystal that form through this study was discussed.

Keywords

CaCO3 EICP Cemented sand Biochar 

Notes

Funding

The authors acknowledge the College of Engineering Research Center and Deanship of Scientific Research at King Saud University in Riyadh, Saudi Arabia, for their financial support for the research work reported in this article.

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Copyright information

© Saudi Society for Geosciences 2019

Authors and Affiliations

  1. 1.Department of Civil EngineeringKing Saud University (KSU)RiyadhSaudi Arabia

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