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Compaction grouting is the injection of grout into the soil to improve bearing
capacity. This is accomplished by using high pressure to expand a bulb of very low slump
grout in a controlled manner through an injection pipe. The process has been used
successfully for foundation improvement as a precautionary measure under new construction
and for remediation of structures that have settled.
The process of compaction grouting consists of installation of injection
pipes to the bottom of the zone being densified. The pipes are either drilled or driven
into place with a sacrificial point. The pipe is withdrawn to open the end of the
injection pipe. A specially designed low volume, high pressure pump is used to place the
grout. As the grout expands in a homogeneous bulb, the radial force exerted compacts the
surrounding soils. A relatively slow injection rate is used to prevent fracturing the
soils, allowing water to dissipate and thereby reduce uplift. Injection continues until
either refusal pressure is attained or heaving occurs at the surface. Grout placement
continues at shallower elevations as the injection pipe is withdrawn in stages.
The upward component of force causing heaving at the surface usually
limits the degree which soil can be compacted. Precise laser monitoring equipment detects
any surface movement. Structures can be re-leveled utilizing compaction grouting. With the
use of conventional surveying equipment and laser levels, the surface movement created can
be used to raise structures to precise tolerances.
The soils best suited
to compaction grouting are fine grained with sufficient permeability to allow excess water
to dissipate. The process has also been used successfully in a wide variety of soils and
fills. Irregular fills or varying native soils will become more uniform with compaction
grouting. An advantage of compaction grouting is the tendency to improve the weakest
soils. The effective radius of the grout hole varies with the type of soil being treated.
Where large areas are being treated, the primary hole pattern is a diamond or square
pattern with holes on 5 to 10 feet (1.5 to 3 meters) centers. Secondary or check holes are
placed to the center of the pattern.
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