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ISSN: 2949-9291

Influence of environmental conditions on the growth of Pleurotus ostreatus in sand

Pleurotus ostreatus, a saprotrophic fungus, has been proposed for the remediation of organic contaminants in soils and more recently for modifying the hydraulic and mechanical behaviour of granular...

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Impact behavior and strain rate effects of artificial limestone by MICP

Natural cemented calcareous sand and limestone are highly complex and not well understood in terms of the mechanical behavior due to the difficulty of obtaining undisturbed samples from far sea. This...

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High-temporal-resolution ERT characterization for vegetation effects on soil hydrological response under wet-dry cycles

Characterization of vegetation effect on soil response is essential for comprehending site-specific hydrological processes. Traditional research often relies on sensors or remote sensing data to examine...

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Climate impacts on deformation and instability of vegetated slopes

Eco-geotechnical engineering plays a pivotal role in enhancing global sustainability and upholding the performance of earthen structures. The utilization of vegetation to stabilise geotechnical infrastructures...

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Efficacy of milk powder additive in biocementation technique for soil stabilization

Microbial-Induced Carbonate Precipitation (MICP) is an emerging, environmental-friendly, and sustainable technology that has shown great potential for soil stabilization. However, its process efficiency...

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Architecture characterization of orchard trees for mechanical behavior investigations

Characterizing the architecture of tree root systems is essential to advance the development of root-inspired anchorage in engineered systems. This study explores the structural root architectures of...

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Experimental investigation on response of biocemented coral sand pile composite foundation under seismic waves

The biocemented coral sand pile composite foundation represents an innovative foundation improvement technology, utilizing Microbially Induced Carbonate Precipitation (MICP) to consolidate a specific...

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Uniformity of microbial injection for reinforcing saturated calcareous sand: A multi-test approach

The mineralization process of microbial-induced calcium carbonate precipitation (MICP) is influenced by many factors, and the uniformity of the calcium carbonate precipitation has become the main focus...

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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...

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Pore-scale investigation of shielding effects on CaCO3 dissolution rate in limestone-based microfluidics

The coupled mineral dissolution-precipitation process plays a critical role in natural and engineered systems with fluid-rock interaction including geological CO2 sequestration and contamination treatment...

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Self-healing Approach for Micro-defects in 3D Printed Concrete: Microbial Community

Interlayer gaps and shrinkage cracks have significant impact to negate the mechanical properties, especially durability, of 3D printed concrete, which registers a lasting challenge hindering practical...

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Distribution and temporal-spatial characteristics of geohazards in a rainstorm-prone area of SE China considering the land use

Geohazards are one of the most important natural hazards worldwide, and they cause massive deaths and large economic losses on a yearly basis. However, the quantification of fatalities and casualties...

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A Novel Methodology for Modeling the Effects of Geometrical Uncertainties in Tree Root-Soil Geometry on Tree Uprooting

Tree root-soil interaction is important for problems such as uprooting of trees subjected to wind loads or the stability of vegetated slopes. This paper examines the stability of laterally loaded trees...

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Biopolymer Amended Kaolin for Tailings Containment: An Engineered Solution

Tailing storage facilities contain mining waste with high-ionic-strength salts that might pose an environmental risk. Kaolin clays have recently received significant attention for barriers due to their...

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Liquefaction resistance of MICP-treated calcareous sand with different particle size and gradation

Calcareous sand is a type of marine soil with the poor engineering performance and a high potential of liquefaction under seismic or wave action. To address this issue, microbially induced calcium carbonate...

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Investigation of using Aspergillus Oryzae Fungi and Soybean Flour for increasing shear strength durability of sand

This research examines the possibilities of utilizing fungi, namely Aspergillus Oryzae, to increase sand's shear strength and durability. The experiments were conducted in a laboratory, where the samples...

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Hydrophobic Sand Erodibility Remediation with Biopolymers under Long-Term Environmental Conditions

This paper investigates the advantages and limitations of hydrophobic sand surficial improvement using biotreatments. Xantham gum (X.G.) at different concentrations in sand represents the biopolymer...

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Development and optimization of biomimetic-chemically induced carbonate precipitation: A review of recent research

With further investigation on biomineralization, biomimetic mineralization has been proposed in imitation of microorganism behavior, in which the mechanism of biomineralization is utilized for the control...

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Role of root morphological and architectural traits: Insights into root-inspired anchorage and foundation systems

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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...

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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...

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Development characteristics and quantitative analysis of cracks in root-soil complex during different growth periods under dry-wet cycles

Repeated wet swelling and dry shrinkage of soil leads to the gradual occurrence of cracks and the formation of a complex fracture network. In order to study the development characteristics and quantitative...

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Miniaturized device to measure urease activity in the soil interstitial fluid using wenner method

This paper presents a microdevice developed to measure the electrical conductivity of a liquid or a saturated porous medium using Wenner method. It is developed in the context of biocementation as soil...

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Physical property of MICP-treated calcareous sand under seawater conditions by CPTU

MICP (Microbially induced calcite precipitation), an environmentally friendly soil improvement technique, has great potential in ocean engineering due to its ability to promote the precipitation of...

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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...

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