Aug 2026· Earth Surface Processes and Landforms· Vol 51· 0 citations· 61 references
Abstract
Soil reinforcement is a potential solution to mitigate wind‐induced sand erosion. Previously, microbiologically induced calcite precipitation (MICP) has been used to control sand erosion and enhance the strength of soil particles. However, it has limitations. The present study explores the effectiveness of an alternative biologically inspired method, enzyme‐induced carbonate precipitation (EICP), in enhancing the stability and strength of aeolian sand. The novelty of this study lies in the identification of an optimal dosage through a multiscale evaluation of EICP performance, specifically targeting high‐velocity erosion resistance (up to 30 m/s), surface strength uniformity, penetration depth, mechanical reinforcement and the explicit characterization of calcite thermal stability. Plant‐based Jack bean urease was used at varying concentrations with a 1‐M cementation solution. To mitigate wind‐induced sand erosion, surface treatment was performed using the spray method. The treated specimens were subjected to a wind tunnel test, a surface strength test, a calcite test, scanning electron microscopy (SEM) analysis and energy‐dispersive X‐ray spectroscopy (EDX) analysis. To evaluate the strength of soil particles, unconfined compressive strength (UCS) and split tensile strength (STS) samples were treated using the stopped and gravity flow methods and were tested for UCS, STS, ultrasonic pulse velocity (UPV) and calcite formation. Additionally, to assess the thermal behaviour of the formed calcite, thermogravimetric analysis (TGA) was performed. The study demonstrated that the EICP method effectively mitigates erosion up to a wind speed of 30 m/s and achieves optimal soil strength, with a maximum UCS value of 756 kPa and 5% calcite formation. However, practical implementation considerations, including extended treatment duration and long‐term durability under field conditions, require further investigation before large‐scale application.
Coastal erosion severely threatens the stability of sandy shorelines, necessitating low-cost and sustainable bio-mediated treatment methods for shoreline protection. This study investigates an enzyme-induced carbonate precipitation (EICP) approach utilizing crude urease extracted from soybean hulls and concentrated s...
Frequent aeolian sand activities on the Qinghai–Tibet Plateau accelerate permafrost degradation, leading to vegetation loss and infrastructure damage. Microbial-induced calcium carbonate precipitation (MICP) provides a sustainable alternative to traditional sand stabilization methods. However, its resilience to freez...
Yang Tan, Ming-Li Zhang, Yan-Dong Hou et al.· Journal of cold regions engi...· 0 citations
Sand and dust storms (SDS) are severe geo-environmental hazards that threaten ecosystem stability and land productivity in arid regions. Enzyme-induced carbonate precipitation (EICP) is highly effective for SDS control and exhibits better ecological compatibility. Nevertheless, the specific interaction between engineer...
Hengxing Wang, Xiao-Hao Sun, Lin-Chang Miao et al.· Journal of Environmental Man...· 0 citations
Sand production induced by hydrate dissociation severely threatens the safe and sustainable exploitation of weakly cemented marine hydrate reservoirs. Microbially induced carbonate precipitation (MICP) has emerged as a promising in situ sand-control technique; however, its reinforcement effectiveness is governed not...
Benteng Dai, Jia-Xin Sun, Shunbo Qin et al.· Energy & Fuels· 0 citations
Coal gangue–soil mixtures are increasingly considered for engineered fills, slope restoration, and mine-site reclamation, where they commonly remain unsaturated and experience infiltration, evaporation, and repeated wetting–drying. Microbially induced calcium carbonate precipitation (MICP) can improve particle bonding...
Shu-Hai He· Advances in Engineering Rese...· 0 citations
Enzyme-induced carbonate precipitation (EICP) is an innovative soil stabilization method, though its performance can be limited by insufficient nucleation sites and uneven calcite distribution. This study investigates the use of coal-derived char as an additive in EICP-treated sodium bentonite-sand mixtures to improve...
Bhim Timilsina, Chooikim Lau, Hua Yu et al.· Bulletin of Engineering Geol...· 0 citations
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