Biological Stabilization of a Swelling Fine-Grained Soil: The Role of Microstructural Changes in the Shear Behavior

In many engineering projects, improving soil shear strength is one of the goals. There are different methods for soil improvement among which biological soil stabilization techniques have emerged in recent decades. These techniques have been introduced as environmentally friendly techniques and have been shown to give promising results. However, different aspects of their effect on the soil mechanical properties have not yet been comprehensively understood. One of these aspects is the effect of different ingredients such as the effect of culture media as well as bacterial concentration on the improvement in the soil shear strength. In this study, the effect of one of the most commonly used biological stabilization techniques, namely microbial induced calcite precipitation on the shear strength of a swelling fine-grained soil has been studied by means of laboratory-scale tests and the influence of bacterial concentration as well as the chemicals used in the treatment (culture media) have been looked into. The results have been carefully analyzed and presented in terms of suitable formulas for practical purposes. Furthermore, the mechanisms contributing to the shear strength increase have been discussed based on the observed changes in the soil micro-fabric disclosed by X-ray diffraction analysis. The results reveal that by increasing bacterial concentration, the soil cohesion and the soil friction angle increase for which empirical relationships are presented. The increase in bacterial concentration thus increases the soil shear strength. Furthermore, the effect of culture media on the soil mechanical properties is examined. While the sole use of culture media slightly increases the soil shear strength, its impact on the soil shear strength is much less than that of the complete biological solution which includes bacteria. This proves the hypothesis that the improvement is indeed induced by the bio-geo-chemical processes which bacteria bring about rather than the chemical compounds present in the biological solution.

[1]  J. Chu,et al.  Mitigation of liquefaction of saturated sand using biogas , 2013 .

[2]  L. Paassen,et al.  Biogrout, ground improvement by microbial induced carbonate precipitation , 2009 .

[3]  Chunxiang Qian,et al.  A cementation method of loose particles based on microbe-based cement , 2011 .

[4]  Victoria S. Whiffin,et al.  Microbial Carbonate Precipitation as a Soil Improvement Technique , 2007 .

[5]  G. Muyzer,et al.  Application of bacteria as self-healing agent for the development of sustainable concrete , 2010 .

[6]  A. Mukherjee,et al.  Corrosion Prevention of Reinforced Concrete with Microbial Calcite Precipitation , 2012 .

[7]  C. Qian,et al.  A laboratory investigation of microbe-inducing CdCO3 precipitate treatment in Cd2+ contaminated soil , 2010 .

[8]  J. Turner,et al.  HYDRAULIC CONDUCTIVITY OF COMPACTED SOIL TREATED WITH BIOFILM , 1998 .

[9]  K. Simkiss Variations in the Crystalline Form of Calcium Carbonate precipitated from Artificial Sea Water , 1964, Nature.

[10]  T. Williams,et al.  Geotechnical Tests of Sands Following Bioinduced Calcite Precipitation Catalyzed by Indigenous Bacteria , 2013 .

[11]  Nele De Belie,et al.  Bacterial carbonate precipitation improves the durability of cementitious materials , 2008 .

[12]  Seki,et al.  Effects of microorganisms on hydraulic conductivity decrease in infiltration , 1998 .

[13]  W. Verstraete,et al.  Use of bacteria to repair cracks in concrete , 2010 .

[14]  M. Shahin,et al.  Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation , 2013 .

[15]  S. Bang,et al.  Microbial calcite, a bio-based smart nanomaterial in concrete remediation , 2010 .

[16]  F. Chen Foundations on expansive soils , 1975 .

[17]  G. Habibagahi,et al.  Biological treatment of swelling soils using microbial calcite precipitation , 2014 .

[18]  A. Ariff,et al.  Growth kinetics of diazotrophic Bacillus sphaericus UPMB10 cultured using different types and concentrations of carbon and nitrogen sources , 2008 .

[19]  Malcolm Burbank,et al.  Precipitation of Calcite by Indigenous Microorganisms to Strengthen Liquefiable Soils , 2011 .

[20]  B. C. Martinez,et al.  Biogeochemical processes and geotechnical applications: progress, opportunities and challenges , 2013 .

[21]  Jani C. Ingram,et al.  Strontium incorporation into calcite generated by bacterial ureolysis , 2002 .

[22]  J. DeJong,et al.  Microbially Induced Cementation to Control Sand Response to Undrained Shear , 2006 .

[23]  J. DeJong,et al.  Dynamic response of liquefiable sand improved by microbial-induced calcite precipitation , 2013 .

[24]  Xiangliang Pan,et al.  Bioremediation of Pb-contaminated soil based on microbially induced calcite precipitation. , 2012, Journal of microbiology and biotechnology.

[25]  Henk M. Jonkers,et al.  Quantification of crack-healing in novel bacteria-based self-healing concrete , 2011 .