A Bioinspired Technique for Improving the Interaction Between Cohesive Soil and Geotextile Reinforcements

[1]  Avis Tresa Babu,et al.  Clay semiconductor hetero-system of SnO2/bentonite nanocomposites for catalytic degradation of toxic organic wastes , 2019 .

[2]  M. Miletić,et al.  Study on Shear Strength of Xanthan Gum-Amended Soil , 2019, Sustainability.

[3]  J. Chu,et al.  Calcium carbonate precipitation catalyzed by soybean urease as an improvement method for fine-grained soil , 2019, Soils and Foundations.

[4]  C. Augarde,et al.  Soil Stabilization Against Water Erosion via Calcite Precipitation by Plant-Derived Urease , 2019, Lecture Notes in Civil Engineering.

[5]  Vivek,et al.  Effect of Chemical Treatment of the Coir Geotextiles on the Interface Properties of Sand–/Clay–Coir Geotextile Interface , 2019, Journal of The Institution of Engineers (India): Series A.

[6]  K. Nakashima,et al.  Soil improvement using plant-derived urease-induced calcium carbonate precipitation , 2018, Soils and Foundations.

[7]  A. Jotisankasa,et al.  Shear strength of interfaces between unsaturated soils and composite geotextile with polyester yarn reinforcement , 2018, Geotextiles and Geomembranes.

[8]  G. Ghezelbash,et al.  Evaluation of Shear Strength Parameters of Sandy Soils upon Microbial Treatment , 2018 .

[9]  Gary J Fowmes,et al.  Rapid prototyping of geosynthetic interfaces: Investigation of peak strength using direct shear tests , 2017 .

[10]  Stefano Utili,et al.  Design of geosynthetic-reinforced slopes in cohesive backfills , 2017 .

[11]  M. Shahin,et al.  State-of-the-Art Review of Biocementation by Microbially Induced Calcite Precipitation (MICP) for Soil Stabilization , 2017 .

[12]  M. Samanta,et al.  Microstructural investigation on mechanical behavior of soil-geosynthetic interface in direct shear test , 2017 .

[13]  Yan Yu,et al.  Influence of Selection of Soil and Interface Properties on Numerical Results of Two Soil–Geosynthetic Interaction Problems , 2017 .

[14]  I. Chang,et al.  Geotechnical shear behavior of Xanthan Gum biopolymer treated sand from direct shear testing , 2017 .

[15]  A. Lashkari,et al.  Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces , 2017 .

[16]  A. Saito,et al.  Interface Shear Strengths Between Geosynthetics and Clayey Soils , 2016 .

[17]  E. Kavazanjian,et al.  Enzyme-induced carbonate mineral precipitation for fugitive dust control , 2016 .

[18]  P. V. Oliveira,et al.  Biostabilization of a Sandy Soil Using Enzymatic Calcium Carbonate Precipitation , 2016 .

[19]  E. Kavazanjian,et al.  Enzyme induced carbonate precipitation (eicp) columns for ground improvement , 2015 .

[20]  Yoon-Ho Cho,et al.  Pullout resistance of geogrid reinforcement with in-plane drainage capacity in cohesive soil , 2015 .

[21]  Ralf Cord-Ruwisch,et al.  Bio-cementation of sandy soil using microbially induced carbonate precipitation for marine environments , 2014 .

[22]  I. Nam,et al.  Effect of Plant-Induced Calcite Precipitation on the Strength of Sand , 2014 .

[23]  J. D. Frost,et al.  Apparatus for Geosynthetic Interface Testing and Evaluation Under Elevated Temperature Conditions , 2013 .

[24]  H. Yasuhara,et al.  Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation , 2012 .

[25]  Anubhav,et al.  Modeling of soil–woven geotextile interface behavior from direct shear test results , 2010 .

[26]  P. Naughton,et al.  Design of reinforced soil structures using fine grained fill types , 2008 .

[27]  C. Carlini,et al.  Urease from cotton (Gossypium hirsutum) seeds: isolation, physicochemical characterization, and antifungal properties of the protein. , 2008, Journal of agricultural and food chemistry.

[28]  J. Ulrich,et al.  Optimisation of isolation and purification of the jack bean enzyme urease by extraction and subsequent crystallization , 2008 .

[29]  Mingjiang Tao,et al.  Effect of Soil Moisture Content and Dry Density on Cohesive Soil–Geosynthetic Interactions Using Large Direct Shear Tests , 2007 .

[30]  J. Polacco,et al.  Mutational analysis of the embryo-specific urease locus of soybean , 1987, Molecular and General Genetics MGG.

[31]  C. Benson,et al.  Interaction Between Reinforcing Geosynthetics and Soil-Tire Chip Mixtures , 1998 .

[32]  Neil Dixon,et al.  Shear strength properties of geomembrane/geotextile interfaces , 1998 .

[33]  James K. Mitchell,et al.  Reinforced Soil Structures with Poorly Draining Backfills. Part I: Reinforcement Interactions and Functions , 1994 .

[34]  Jinchun Chai,et al.  Interaction between cohesive-frictional soil and various grid reinforcements , 1993 .

[35]  D. T. Bergado,et al.  Behavior of a welded wire wall with poor quality, cohesive–friction backfills on soft Bangkok clay: a case study , 1991 .

[36]  Bindumadhava,et al.  Technique for Using Fine-Grained Soil in Reinforced Earth , 1991 .

[37]  K. J. Fabian,et al.  Laboratory determination of clay-geotextile interaction , 1987 .

[38]  J. Polacco,et al.  Comparisons of soybean urease isolated from seed and tissue culture. , 1979, The Journal of biological chemistry.