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Biology subjects

Dikshit, R.

Publications and source records attributed to Dikshit, R..

3 recordsLinked to original sources

Microbial induced calcite precipitation can consolidate martian and lunar regolith simulants

We demonstrate that Microbial Induced Calcite Precipitation (MICP) can be utilized for creation of consolidates of Martian Simulant Soil (MSS) and Lunar Simulant Soil (LSS) in the form of a brick. A urease producer bacteria, Sporosarcina pasteurii, was used to induce the MICP process for the both simulant soils. An admixture of guar gum as an organic polymer and NiCl2, as bio-catalyst to enhance urease activity, was introduced to increase the compressive strength of the biologically grown bricks. A casting method was utilized for a slurry consisting of the appropriate simulant soil and microbe; the slurry over a few days consolidated in the form of a brick of the desired shape. In case of MSS, maximum strength of 3.3 MPa was obtained with 10mM NiCl2 and 1% guar gum supplementation whereas in case of LSS maximum strength of 5.65 MPa was obtained with 1% guar gum supplementation and 10mM NiCl2. MICP mediated consolidation of the simulant soil was confirmed with field emission scanning electron microscopy (FESEM) and X-ray diffraction (XRD). Our work demonstrates a biological approach with an explicit casting method towards manufacturing of consolidated structures using extra-terrestrial regolith simulant; this is a promising route for in situ development of structural elements on the extra-terrestrial habitats.

bioengineering↗

BACTERIAL GROWTH INDUCED BIOCEMENTATION TECHNOLOGY, 'SPACE BRICK' - A PROPOSAL FOR EXPERIMENT AT MICROGRAVITY AND PLANETARY ENVIRONMENTS

We present results of our investigation of microbial induced calcite precipitation for manufacturing space bricks and a proposal for study of this activity in low-earth orbit (LEO). Sporosarcina pasteurii, a urease producing bacterial strain was used to consolidate lunar simulant soil (LSS) in the form of a brick with non-trivial strength properties. Potential of a naturally occurring polymer namely, guar gum, as an additive was investigated for enhancement in compressive strength of bio-consolidated samples. Experimental results of bio-brick exhibited an approximate 10-fold increase in compressive strength with guar gum supplementation in soil. We present results of microstructural analysis of the space bricks and also propose a payload design for related experiments in LEO.

bioengineering↗

Microbially induced calcite precipitation using Bacillus velezensis with guar gum

The present study was performed to explore the efficiency of microbially induced calcite precipitation (MICP) via locally isolated bacterial strains. Strains were isolated from soil and were screened for urease activity as well as microbial precipitation. Among all screened isolates, a carbonate precipitating soil bacterium was subjected for 16S rRNA gene sequencing. This strain was identified as Bacillus velezensis. The MICP characteristics of this strain were explored under three different media compositions and significant amount of precipitation in all cases was observed. Highest amount of precipitation was seen with guar as a biopolymer additive medium under experimented conditions. Activity of isolated strain with reference to pH profile, and ammonia concentration and total reducing sugar was further explored under media supplemented with four concentrations of guar (0.25%, 0.5%, 0.75% and 1% w/v). Microstructural analysis of microbial precipitation was performed with the help of scanning electron microscopy (SEM) and X-ray powder diffraction (XRD) analysis, which confirmed the presence of calcium carbonate in different phases. The strain was subjected to bio-cementation and locally available sand was successfully consolidated. XRD results confirmed the presence of calcium carbonate on consolidated samples.

microbiology↗