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Lime/cement columns

In a review of deep soil mixing techniques, Bruce et al. stated that large-scale soil mixing systems may cost 80,000 to 200,000 to mobilize (costs were reported to be lower for methods such as lime cement columns). Typical treatment prices for deep soil mixing technologies were estimated to range from 50 to 100/m (D207238, p. 4). [Pg.796]

The cement mortar samples, in contrast to the lime mortar samples, exhibit a higher cyanide concentration by a factor of two. The higher iron content of the cement mortar samples may be the reason for this, since the cyanide content increases proportionally to the iron content (see the last column of Table 19). In addition, hydrogen cyanide adsorption was certainly favored by the higher inner surface area of the cement mortar as compared to lime mortar. [Pg.268]

Deep mixing is an in situ soil treatment which enhances the engineering properties of existing soil strata in well defined zones such as columns and panels. Virtually all soil deposits can be treated, except for those which contain rocks or boulders, or other debris which prohibit penetration by the drilling and mixing tools. Materials commonly mixed with the soil include cement, lime, flyash, and bentonite. Different equipment permits the additives to be placed as a slurry (wet), or as dry powders. Compared to the early work, currently achieved mixed-in-place piles are much larger, more uniform, and placed with much greater accuracy. [Pg.110]

The church is designed as a massive masonry stmcture constracted of different types of stone in cement lime mortar (PS state). The main structural elements are the domes, the arches, the vaults, the wooden floor structures, the columns, the walls and the foundation. In order to decide on the mix design for the cement lime mortar based on the analysis of the church, three options have been adopted for it ... [Pg.147]


See other pages where Lime/cement columns is mentioned: [Pg.115]    [Pg.337]    [Pg.115]    [Pg.337]    [Pg.550]    [Pg.1181]    [Pg.114]    [Pg.89]    [Pg.524]    [Pg.148]   
See also in sourсe #XX -- [ Pg.550 ]




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