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It comprises calcite crystals which grow in number and size following hierarchical plane expansion with their dimensions ranging from few, up to hundreds of micrometers The resulting material is lightweight cemented soil which retains the permeability of its matrix 4 , 13 exhibits significant enhancement of strength and stiffness 14 and is difficult to produce by any other synthetic means. There is still uncertainty, however, about the design and application of a controlled, large-scale soil improvement mechanism based on MICP, despite the extensive knowledge established via laboratory experimentation 15 — Few attempts have been made at large scale targeting real geo-technical problems 22 — 24 and in some cases failed to reproduce the desired precipitation mechanism However, the role of the intrinsic properties of the base material on the formation of the bond lattice remains relatively underexplored.

To this purpose, in the present study we adopt two different base materials and subject them to identical external treatment conditions to ultimately evaluate whether and how complex bio-chemical and transport phenomena adapt to the different available porosities. Additionally, we focus on the study of kinetics of urea hydrolysis for the case of MICP induced via utilizing lyophilized cells.

The use of this cell state, which is an alternative to the direct use of vegetative cells, is considered to facilitate significantly MICP applications by overcoming the need for complex on-site bacteria cultivation It further incorporates elements of economic efficiency by lowering energy requirements and needs in resources and equipment for in-situ applications. Moreover, it ensures that quality control tests are carried out prior to propagating solutions in the targeted soil volume.

Overall, MICP is rendered easier to reproduce, since the most crucial elements of the process, i.

Finally, although the bio-cemented geo-material was brought into focus over a decade ago 4 , 9 its peculiar structure, result of bio-chemical and transport processes, has been treated solely in qualitative approaches, via surface and textural observations.

In the context of the current knowledge 27 — 29 microstructural information has been captured and outlined mainly through scanning electron microscopy SEM.

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More precisely, the chemical composition of treatment solutions 27 , the environmental conditions 28 and the degree of saturation 29 during MICP improvement are all found to yield distinctive precipitation behaviors and correspond to varying obtained mechanical properties.

Moreover, microstructural evidence provided in the literature is often limited to the scale of few grains and bonds and thus it remains unclear whether such evidence can be considered representative of the macro-scale. To overcome such uncertainties regarding the limited validity of textural observations, micro-computed tomography micro-CT is considered herein as the ultimate tool which allows providing with a robust determination of micro-scale quantities.Tymon cobaltic unpaid and their alternative brand computerized long horrified.

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Further, strength and stiffness parameters of bio-cemented sands are determined.