Dynamic modulus and dynamic strength of liquefaction silt bio grouted by iron oxidizing bacteria were measured by dynamic triaxial test. Results show that dynamic modulus and dynamic strength were improved obviously after several times of bio grouting. Scanning electron microscopy(SEM) and X ray diffraction(XRD) were used to analyze the modification mechanism. Microscopic analyses show that metabolites of iron oxidizing bacteria contain ferrum oxydatum phosphate complexes which has excellent adsorptivity and flocculation efficiency. The iron based complexes could adsorb free cations and polysaccharide product in silt, and ultimately deposit into biological slime to fill the voids between soil particles and glue them, thereby increase the dynamic shear behavior of silt.
[1]STOCKS FISCHER S,GALINAT J,BANG S S.Microbiological precipitation of CaCO3[J].Soil Biology and Biochemistry,1999,31(11):1563 1571.
[2]RAMACHANDRAN S K,RAMAKRISHNAN V,BANG S S.Remediation of concrete using micro organisms[J].ACI Materials Journal,2001,98(1):3 9.
[3]BACHMEIER K L,WILLIAMS A E,WARMINGTON J R,et al.Urease activity in microbiologically induced calcite precipitation[J].Journal of Biotechnology,2002,93(2):171 181.
[4]DAY J,RAMAKRISHNAN V,BANG S S.Microbiologically induced sealant for concrete crack remediation[C]∥Proceedings of 16th Engineering Mechanics Conference.Seattle:ASCE,2003:5 20.
[5]VEMURI S,PANCHALAN R,RAMAKRISHNAN V,et al.Plastic shrinkage crack remediation capacity of bacterial concrete—A smart biomateria[C]∥Proceedings of International Conference on Fibre Composites,High Performance Concretes and Smart Materials. Chennai, India:[s.n.],2004:1057 1067.
[6]de JONG J T,FRITZGES M B,NSSLEIN K.Microbially induced cementation to control sand response to undrained shear[J].Journal of Geotechnical and Geoenvironmental Engineering,2006,132(11):1381 1392.
[8]van PAASSEN L A.Bio mediated ground improvement:From laboratory experiment to pilot applications[C]∥Geo Frontiers 2011:Advances in Geotechnical Engineering.Reston:ASCE,2011:4099 4108.
CHENG Xiaohui,MA Qiang,YANG Zuan,et al.Dynamic response of liquefiable sand foundation improved by bio grouting[J].Chinese Journal of Geotechnical Engineering,2013,35(8):1486 1495.(in Chinese)
XU Zhaoyang,ZHANG Li,ZHOU Jian.Effect of microorganisms on some engineering properties of silt[J].Journal of Civil Architectural & Environmental Engineering,2009,31(2):80 84.(in Chinese)
[11]CHU J,IVANOV V,HE J,et al.Development of microbial geotechnology in Singapore[C]∥Geo Frontiers 2011:Advances in Geotechnical Engineering.Reston:ASCE,2011:4070 4078.
XU Zhaoyang,MA Yaoren,L Hui,et al.Laboratory tests on the improvement of characteristics of silt using iron bacteria[J].Building Science,2014,30(3):44 47.(in Chinese)
[13]曾长女.细粒含量对粉土液化及液化后影响的试验研究[D].南京:河海大学,2006.
ZENG Changnü.Laboratory test study on the influence of percent fines on silt liquefaction and post liquefaction[D].Nanjing:Hohai University,2006.(in Chinese)
XIA Yuanliang,JIAO Wei,WANG Zhijun,et al.Study on morphological distribution of complex polymeric ferrum oxydatum phosphate[J].Journal of Harbin Teachers College,1998(2):150 152.(in Chinese)