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> Figure 16-6. Soil particle sizes suitable for different grout types and several concentrations and viscosities shown
Precompression
Reinforcement
Soils and Geology Procedures for Foundation Design of Building and Other
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TM
5-818-1
/ AFM
88-3,
Chap.
7
U. S.
Army
Corps
of
Engineers
Figure
16-6.
Soil
particle
sizes
suitable
for
different
grout
types
and
several
concentrations
and
viscosities
shown.
16-15