·Microbial induced calcite precipitation MICP a novel bio mediated ground improvement method was explored to mitigate liquefaction prone soils Geotechnical centrifuge tests were used to evaluate cementation integrity and the response of MICP cemented sands to dynamic loading The cementation integrity testing reveals a change
·The current study applies a soft computing approach based on the gradient boosting method to predict the unconfined compressive strength UCS of sands treated with microbially induced calcite precipitation MICP A 10 fold cross validation method and hyperparameter tuning are performed to find the optimal architecture of the gradient
·However these calcite bonds degraded when the double amplitude axial strain reached approximately % Secondly the treated sand exhibited enhanced dilative behavior due to relative angularity determined by the ratio of calcite crystal size to the size of the sand grain
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·However these calcite bonds degraded when the double amplitude axial strain reached approximately % Secondly the treated sand exhibited enhanced dilative behavior due to relative angularity determined by the ratio of calcite crystal size to the size of the sand grain
·The finding demonstrates that the gradient boosting method outperformed five commonly used machine learning algorithms in predicting the unconfined compressive strength UCS of sands treated with microbially induced calcite precipitation The current study applies a soft computing approach based on the gradient boosting method to
·This strong birefringence causes objects viewed through a clear piece of calcite to appear doubled At a wavelength of 590 nm calcite has ordinary and extraordinary refractive indices of and respectively Calcite has been used in oil painting being added to colors especially lead white by such artists as Velázquez and
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·1 Feeding unit The feeder preliminary screening grid section adopts a hierarchical structure with the width and gap of the grid section further optimized so that the fine materials which are unnecessary to go through the main crusher chamber could be distributed in advance to improve the processing capacity of the complete unit ; 2 Boat
·For the loose sand Dr = 30% 2 pass biocement treatments % calcite content are sufficient to achieve a shear strength a slope of failure line and a peak dilation rate higher than or
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·In other words sands with more void space have the potential to produce more amounts of calcite crystals among the sand particles Furthermore the color mapped data with UCS demonstrate that sands with F CaCO3 higher than 10% mostly have e 0 between and and these treated samples have UCS higher than 2 MPa
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·Microbial induced calcite precipitation MICP a bio cementation process can be adopted to improve the engineering properties of granular soils Bio stimulation via directly enriching indigenous ureolytic bacteria is a sustainable and economical approach to achieve MICP In this study batch solution experiment was firstly conducted to