...) and bender element tests were performed with various conditions including the BOF slag contents and initial water contents to obtain the strength and shear wave velocity. The results of this study demonstrate that the strength and shear wave velocity could be classified into three zones: inactive zone...

... that the Portland cement consumed much energy and money to be produced and utilized. Rubenstein (2012) claimed that the cement usage and production were also responsible for 5 percent of total carbon monoxide emitted around the world. initial water content cement chemistry cement formulation secant...

... to the total volume of cement-treated soil. However, it is not clear how to consider the effect of sand or gravel contents on calculation of the solid volume ratio to use the new formula. A series of strength tests of cement-treated clays were carried out with various sand contents, initial water contents...

... strength development bo 20 relation mass ratio initial water content erosion rate strength upstream oil & gas inactive zone shear stress moderate zone hydraulic resistance property strength increment coefficient bo 30 Strength behavior and hydraulic resistance properties of dredged...

... cycle resonant column test relative density dynamic property fine content maximum shear modulus fc 20 liquefaction resistance cyclic triaxial test water content freezing initial water content upstream oil & gas reservoir characterization freeze-thaw process fc 5 Influence...

... construction materials. First to evaluate the mechanical performances of the obtained geomaterials, axial compressive tests have been run on cylindrical samples taking into account the percentage of cement and additives, the type of storage, the initial water content of the sludge. The environmental...

... clay becomes the main problem. The settling type of slurried marine clay in seawater shifts from zone settling to self-weight consolidation when the initial water content decreases to less than 1000% (Imai, 1980; Kondo et al, 1996). The volume ratio f is defined as f = 1 + e , where e is the void...

... of the pile arrangement, the curing time and the initial water content were examined in the direct shear tests. Furthermore, the radial consolidation tests were performed with an expansion oedometer and an oedometer, and the behavior of radial consolidation due to the expansion of quicklime pile were...