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ISSN: 2949-9291

Microbially induced carbonate precipitation (MICP) for soil strengthening: A comprehensive review

Geotechnical research has been yearning for revolutionary innovations that could bring breakthroughs to conventional practices, especially at a time when energy efficiency and environmental sustainability...

Applications of microbial-induced carbonate precipitation: A state-of-the-art review

Microbial-Induced Carbonate Precipitation (MICP) is a naturally occurring process whereby bacteria produce enzymes that accelerate the precipitation of calcium carbonate. This process is facilitated...

Improved methods, properties, applications and prospects of microbial induced carbonate precipitation (MICP) treated soil: A review

Soil improvement is one of the most important issues in geotechnical engineering practice. The wide application of traditional improvement techniques (cement/chemical materials) are limited due to damage...

Review of bio-enzyme for soil improvement

Traditional soil stabilizers, such as cement and lime, typically entail substantial energy consumption and environmental pollution. In contrast, bio-enzyme has emerged as a promising alternative, aligning...

A review of bio-based stabilization methods for expansive soils

Expansive soils are notorious for their cyclic swell–shrink behaviour, often posing serious challenges to geotechnical infrastructure and leading to structural damage and high maintenance costs. Although,...

Biogenic construction: The new era of civil engineering

With the increasing demand for buildings and infrastructures and the mounting challenges associated with the current construction technologies such as high emission, high pollution, and high energy...

Eco-geotechnics under climate change: A state-of-the-art review

Global climate change has exacerbated extreme weather events, such as intense rainfall and heat waves, resulting in the deterioration of geotechnical earthen structures. To address the urgent need for...

Strength and uniformity of EICP-treated sand under multi-factor coupling effects

Enzyme-induced carbonate precipitation (EICP) is an environment-friendly method for improving soil mechanical properties. The extraction and application of plant crude urease reduces the treatment cost....

Mycelium-Based Leather-Like Materials for Sustainable Geotechnical Applications

The need for sustainable construction and geotechnical materials continues to grow as environmental concerns drive innovation in civil engineering applications. Despite advancements in bio-based alternatives,...

Effect of Engineered Fungal Mycelium Growth on Infiltration and Erosion Resistance in Fire-Affected Soils

This study explores the potential of engineered fungal mycelium growth, using Pleurotus ostreatus, as a nature-based approach for stabilizing fire-affected soils. Burned and unburned soil samples were...

Role of MICP treatment area in mitigating liquefaction-induced settlements for shallow foundation

Microbially Induced Calcite Precipitation (MICP) is an effective ground improvement technique for mitigating liquefaction-induced ground deformations. However, limited research has explored its application...

Soil is alive – How does soil biota influence soil mechanical properties? A perspective review

There is a growing need for sustainable ground improvement, stabilization and remediation, as well as ways to maintain infrastructure. This is resulting in a rise of nature-based solutions, bio-based...

Denitrification processes, inhibitors, and their implications in ground improvement

Ureolysis and denitrification are the two major microbial metabolic pathways commonly used in Microbially induced calcite precipitation (MICP) for geoengineering applications. Although ureolysis is...

State-of-the-art review on plant-based solutions for soil improvement

Vegetation has been used as a means in geotechnical engineering for soil improvement and erosion control. This paper aims to present a state-of-the-art review and future prospective on soil improvement...

Recent development on optimization of bio-cementation for soil stabilization and wind erosion control

This paper reviews and analyzes recent research development on bio-cementation for soil stabilization and wind erosion control. Bio-cement is a type of cementitious materials by adopting natural biological...

Decoding vegetation's role in landslide susceptibility mapping: An integrated review of techniques and future directions

Rainfall-induced landslides, exacerbated by climate change, require urgent attention to identify vulnerable regions and propose effective risk mitigation measures. Extensive research underscores the...

Hydro-Mechanical Performance of Vegetated Porous Concrete in Tropical Soils under Rainfall-Induced Slope Instability

Rainfall-induced slope failures in tropical regions with lateritic soils pose significant geotechnical risks, which are exacerbated by increasingly frequent extreme rainfall events. While vegetated...

Microbially induced carbonate precipitation for soil improvement: Insights from a meter-scale radial grouting trial

Despite the growing interest in microbially induced carbonate precipitation (MICP) for geotechnical applications, reports on meter-scale MICP trials for soil improvement remain limited, and controlling...

Review of Biological Desertification Control Technologies

Desertification, a global ecological crisis, severely threatens regional ecological security and socio-economic development, while biological sand-fixing technology has emerged as a research focus in...

Exploring the uniformity of MICP solidified fine particle silt with different sample preparation methods

Microbial induced calcium carbonate precipitation (MICP) technology is widely used for reinforcement in geotechnical engineering due to its low cost, simple process, strong applicability and lack of...

Sustainable Stabilization Using Gypsum and Concrete Waste Enhanced Microbially Induced Calcium Precipitation (MICP) Activities in Peat Soil

This study explores the potential of Microbially Induced Calcite Precipitation (MICP) as an eco-friendly biochemical stabilization technique, utilizing Magnesium-Rich Synthetic Gypsum (MRSG) and concrete...

Pore-scale investigation of precipitation evolution in MICP-treated soil for enhanced uniformity and cementation under reactant concentration limitation

Microbially induced calcite precipitation (MICP) is a promising reinforcement technique that has been applied in soil improvement, CO2 storage, and enhanced oil recovery. The spatial uniformity of CaCO3...

Evaluating the performance and durability of concrete paving blocks enhanced by bio-cement posttreatment

Concrete pavement often experiences accelerated deterioration due to water and chemical ingress through micro-cracks and surface voids. Particularly, the ingress of aggressive agents into the concrete...

Polymer-assisted soybean crude urease carbonate precipitation technique for soil improvement

This study presents a sustainable approach to soil improvement by integrating polyvinyl alcohol (PVA) into the Soybean Crude Urease Carbonate Precipitation (SCU-CP) technique. The research aims to enhance...

A critical review of biomineralization in environmental geotechnics: Applications, trends, and perspectives

In this review paper, the applications of biomineralization in environmental geotechnics are analyzed. Three environmental geotechnics scenarios, namely heavy metal contamination immobilization and...

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