table11-1 summary of full-scale stabilizationsites
TRANSCRIPT
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TABLE 11-1Summary of full-scale stabilizationsites
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FIGURE 11-2
Typical waste solidification project.
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FIGURE 11-3
Organic waste encapsulated in binder matrix.
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FIGURE 11-4
Organic waste adsorbed to an organophilic clay
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FIGURE 11-5
Portland cement reactions.
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FIGURE 11-6
Schematic representation of cement hydration.
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FIGURE 11-7
Montmorillonitic clay structure.
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FIGURE 11-8
Organically modified clay structure.
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FIGURE 11-9
Stabilization effectiveness of organically modified clay. Claytone 40 is an organically modified clay from Southern Clay Products Inc. Bentonite and attapulgite are processed, naturally occurring clays. Mix 30 has a larger bentonite content than mix 17.
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FIGURE 11-10
Effect of organically modified clay. PT-1 and P40 are organically modified clay from Bentec Inc.
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FIGURE 11-11
Effect of quaternary amine on organophilic clay.
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FIGURE 11-12
In situ vitrification.
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FIGURE 11-13
GeoMelt/SV system schematic.
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FIGURE 11-14
Pocket penetrometer evaluating a stabilized waste.
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FIGURE 11-15
Unconfined compression strength test.
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FIGURE 11-16
Unconfined compression and organic waste stabilization.
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FIGURE 11-17
Consolidation test schematic.
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FIGURE 11-18
Idealized consolidation behavior.
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FIGURE 11-19
Consolidation test results.
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FIGURE 11-20
Triaxial permeability test schematic (modified from Evans and Fang, 1988).
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FIGURE 11-21
Triaxial permeability test results.
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FIGURE 11-22
In situ mixing process with modified augers.
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FIGURE 11-23
Schematic of an in situ mixing process with modified augers.
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FIGURE 11-24
Typical jet grouting systems.
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FIGURE 11-25
Remote process batch mixing.
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FIGURE 11-27
Layout of jet grout columns.