Abstract

The global construction industry consumes huge amounts of mined materials that are considered unsustainable for earth resources. In addition, Portland cement which is a key element in concrete and most construction materials is considered one of the main contributors to worldwide CO2 emissions. On the other hand, natural cemented soil deposits are examples of sustainable structures that have survived decades of severe environmental conditions. Mimicking these natural biological systems provide an alternative to the current practices of construction materials production. Enzyme-induced carbonate precipitation (EICP) is a bio-inspired technique based on the precipitation of calcium carbonate for enhancing the geo-mechanical properties of soils. In this technique, calcium carbonate acts as a cementitious agent that binds the soil particles together at the points of contact, hence, increasing the strength and stiffness of treated soils, while relatively reducing the soil permeability and porosity. The achieved enhancements make EICP useful for applications such as ground improvement, construction materials, and erosion control over traditional binders. This paper presents a state-of-the-art review of EICP for ground improvement including the fundamental basics of EICP treatment. The paper also discusses the chemical and physical factors affecting the performance of EICP such as enzyme source, enzyme activity and solution constitutes. Moreover, the paper reviews the different methods and testing techniques used in the application of EICP for soil treatment. Furthermore, the paper compares EICP with other biomineralization techniques in terms of performance and applicability on ground improvement. Finally, the paper discusses the research gaps and existing challenges concerning the commercialization and large-scale implementation of the technology.

Highlights

  • More sustainable and environmentally friendly solutions have been demanded to mitigate the adverse effects of pollution on the environment

  • Urea hydrolysis utilizing bacteria as a source of urease enzyme for soil cementation was first discussed by Whiffin [10] and later called “microbial-induced carbonate precipitation (MICP)”

  • They reported that specimens cured at 10 ◦C exhibited the lowest unconfined compressive strength (UCS) results with an average UCS of 669 kPa while specimens cured at 25 ◦C was and 40 ◦C had a UCS of 1411 and 1537 kPa, respectively

Read more

Summary

Introduction

More sustainable and environmentally friendly solutions have been demanded to mitigate the adverse effects of pollution on the environment. Urea hydrolysis utilizing bacteria (sporosarcina pasteurii) as a source of urease enzyme for soil cementation was first discussed by Whiffin [10] and later called “microbial-induced carbonate precipitation (MICP)”. To overcome the abovementioned problems associated with MICP, free urease enzymes derived from a plant source was first suggested by Nemati and Voordouw [9] and used as a catalyst in hydrolysis This hydrolysis technique is usually referred to as “enzyme-induced carbonate precipitation (EICP)”. Nemati and Voordouw [9] were the first to propose the use of free urease enzyme derived from a plant source as a catalyst in carbonate biomineralization for geotechnical applications. Few recent studies explored the life cycle assessment (LCA) of EICP as a suppressant for wind erosion control [31] and as a grout for ground improvement [37]

EICP Overview
Factors Affecting Carbonate Crystallization in EICP Treatment
Effect of Urease Enzyme Activity and Concentration
Chemical Constituents Concentrations
Temperature
Soil Cementation via EICP
Application Methods
Injection Method
Mix and Compact
Surface Percolation
Spraying
Geotechnical Properties of EICP Treated Soils
Hydraulic Conductivity
Treated Soil Strength
Triaxial Shear Test
Direct Shear Test
Shear Wave Velocity
Effect of Soil Type
Nucleation Sites for Carbonate Precipitation
Carbonate Crystals Morphology
Comparison between EICP and MICP
Envisioned Applications of Soil Bio-Cementation via EICP
Advantages of EICP for Soil Improvement
Challenges of EICP for Soil Bio-Cementation
Findings
A Measure of Soil Improvement and General Remarks
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call