Chemical and mineralogical content of sands has very high influence on uniaxial compressed strength of grouted soils. In this paper influence of calcite particles in sand on mechanical properties of grouted with urea-formaldehyde resin sandy soil is described. Long-lasting experimental laboratory investigations are executed. In result of our investigations we make conclusion, that addition of calcite particles in sandy soil decreased compressed strength of grouted soil specimens observed in time of 3 months.12th international conference “Modern Building Materials, Structures and Techniques” (MBMST 2016
The effectiveness of magnesium as a substitute material in enzyme-mediated calcite precipitation was...
In recent years, biogeotechnology has been introduced as a novel and environmentally friendly techni...
Microbial Induced Calcite Precipitation (MICP) is commonly carried out by injecting chemical solutio...
A newly emerging microbiological soil stabilization method, known as microbially induced calcite pre...
New, exciting opportunities for utilizing biological processes to modify the engineering properties ...
Microbial-induced calcite precipitation (MICP) is a natural process that offered various application...
Existing methods for improving the engineering properties of soils are diverse with respect to their...
SummaryFor construction purposes, it is very essential to provide a strong foundation for the struct...
Expansive soils, also known as swell-shrink soils have been a problem for civil infrastructures incl...
Limited research has been reported on strength improvement of biocemented soils in relation to cryst...
Soil bio-cementation via microbially induced calcite precipitation (MICP) process generates calcite ...
Microbially induced calcite precipitation (MICP) is a sustainable biological ground improvement tech...
In this paper, microbial calcite cementation that affect the properties of soil specially shear stre...
Microbially-induced calcite precipitation (MICP) is an innovative technique in geotechnical engineer...
AbstractA grouting technique that utilizes precipitated calcium carbonate as a cementing material is...
The effectiveness of magnesium as a substitute material in enzyme-mediated calcite precipitation was...
In recent years, biogeotechnology has been introduced as a novel and environmentally friendly techni...
Microbial Induced Calcite Precipitation (MICP) is commonly carried out by injecting chemical solutio...
A newly emerging microbiological soil stabilization method, known as microbially induced calcite pre...
New, exciting opportunities for utilizing biological processes to modify the engineering properties ...
Microbial-induced calcite precipitation (MICP) is a natural process that offered various application...
Existing methods for improving the engineering properties of soils are diverse with respect to their...
SummaryFor construction purposes, it is very essential to provide a strong foundation for the struct...
Expansive soils, also known as swell-shrink soils have been a problem for civil infrastructures incl...
Limited research has been reported on strength improvement of biocemented soils in relation to cryst...
Soil bio-cementation via microbially induced calcite precipitation (MICP) process generates calcite ...
Microbially induced calcite precipitation (MICP) is a sustainable biological ground improvement tech...
In this paper, microbial calcite cementation that affect the properties of soil specially shear stre...
Microbially-induced calcite precipitation (MICP) is an innovative technique in geotechnical engineer...
AbstractA grouting technique that utilizes precipitated calcium carbonate as a cementing material is...
The effectiveness of magnesium as a substitute material in enzyme-mediated calcite precipitation was...
In recent years, biogeotechnology has been introduced as a novel and environmentally friendly techni...
Microbial Induced Calcite Precipitation (MICP) is commonly carried out by injecting chemical solutio...