Pore structures and mechanical properties of microbe-inspired cementing sand columns

It introduced an innovative bioengineering method of consolidating incompact sand by urea-hydrolysis producing calcitecementation under the inducement of urease producing microbe. in the paper it discussed the effects of cementation methodsand time on porosity and mechanical properties of microbe-inspired cementing sand columns. method a adopted reaction fluidgravitational permeating and external pressing and method b adopted reaction fluid gravitational permeating and outletintermittent plugging method. 28-day sand columns prepared by method a exhibited stronger mechanical properties than thoseprepared by method b, considering of the compressive strengths and three-point flexural strength as well. pore volumefractions of sand columns prepared by method a reduced with an increase in cementation time which represented the bulkdensities of sand columns were improved positively with time. the compressive strengths and the flexural strengths of sandcolumns prepared by method a increased with time. all these improved mechanical properties were attributed to the fact thatthe increasing amount of microbe inspired calcite precipitation with time consolidated sand columns by filling or bridging insand gaps.