[0001] The present invention relates to ground improvement techniques utilising stone columns.
[0002] The strengthening of a wide range of weak natural soils and fills is well established
and several vibratory techniques are known for establishing stone columns. The stone
columns are formed utilising materials such as coarse gravel, crushed stone or slag,
but more usually will utilise relatively uniformly sized particles of stone - say
of the order of 50mm grade. The stone column technique is conventionally employed
with cohesive impermeable soils such as silts or clays or other cohesive fills having
relatively low permeability.
[0003] Because the stone column is formed in material which is relatively impermeable and
may extend through it into a underlying aquifer, concern has been expressed that the
stone column (which may be more permable than the material in which is formed) would
provide a route by which water can perculate through the stone column into the underlying
aquifer and that, as a consequence, there is a possibility of introducing contaminated
water into the underlying aquifer, with a consequential increase in contamination,
not withstanding that the water may already flow from the relatively impermeable material
into the aquifer.
[0004] The present invention aims to solve this possible problem.
[0005] Accordingly, a first aspect of the invention provides, in association with a ground
improving stone column, a sealing plug disposed immediately below or within the column.
[0006] The positioning of the sealing plug will be determined by the ground conditions and
whilst in the majority of cases it will be established at the bottom of the stone
column over a predetermined distance, there may be occasions where it is preferable
to establish it intermediate the length of the stone column and more usually in those
circumstances at a predetermined depth. Most usually the sealing plug will be established
in a bottom portion of the stone column.
[0007] Various types of seal material can be employed, for example, sealing solutions or
suspensions such as Bentonite (registered trade mark), cementicious grouts, chemical
grouts or other such sealing material. The sealing material is conveniently introduced
as a slurry, solution or suspension at the desired location. Preferably, the sealing
plug is a flexible plug.
[0008] Another aspect of the invention provides a method of establishing a ground improving
stone column comprising the step of establishing a sealing plug at a desired position
within or relative to the stone column.
[0009] A further aspect of the invention provides a method of introducing a sealing plug
below or within a stone column the method comprising establishing a passageway whose
outlet is disposed at the desired location at which the sealing plug is to be established,
connecting the passageway to a source of sealing material and causing a desired quantity
of material to be discharged from the outlet to establish the sealing plug.
[0010] The sealing material to be discharged is preferably selected from one the above mentioned
types of sealing material accordingly to preferences for a flexible, rigid, solution
or suspension type sealing material. A particularly convenient way of establishing
the passageway to the desired discharge location is to incorporate the passageway
into the apparatus which is used to form the hole in which the stone column is established.
By this means, on withdrawal of the said apparatus the sealing material can be discharged
at the appropriate location.
[0011] Accordingly, another aspect of the invention provides apparatus for use in establishing
a ground improving stone column, said apparatus comprising a ground penetrating device
and incorporating a passageway having an outlet adjacent a lower end of the device
from which sealing material can be discharged to establish the sealing plug at a desired
location relative to the stone column.
[0012] There follows a description of two methods of establishing a stone column using vibratory
techniques, although it will be understood that this is not intended to exclude other
techniques for establishing a sealing plug in association with a stone column.
[0013] The present invention will now be described further, by way of example only, with
reference to the accompanying drawings; in which :-
Figures 1a-1c show diagrammatically three steps in the establishment of a stone column,
using a vibrator/vibroflot with sealing plug according to one embodiment of the invention,
Figure 2a-2c illustrate diagrammatically three steps in the establishment of a stone
column, using a steel casing, with sealing plug according to another embodiment of
the invention, and
Figure 3 is a perspective view of part of the apparatus utilised in the embodiment
of figures 2a-2c.
[0014] Referring firstly to figures 1a-1c, a layer of soil in which one or more stone columns
is to be established for ground improvement purposes is illustrated at 1 and an underlying
aquifer is shown at 2. A hole forming tool 3 having a vibration generating end formation
5 of known design (such as a vibrator/vibroflot) and not described further hereafter,
is suspended by a crane or other support above the selected point where the stone
column is to be established. The effect of the weight of the vibrator/vibroflot together
with the vibration causes the hole forming device to penetrate into the ground. In
the embodiment shown in figure 1, the vibration is generally normal to the axis of
the tool thereby generating a hole 7 which is larger than the size of the vibrator/vibroflot.
One or more pipes maybe attached to the vibrator/vibroflot or passageways incorporated
therein which have their outlet adjacent the end of the tool and by which a source
of air or water can be communicated to the end of the vibrator/vibroflot. The air
and/or water is used in certain applications to generate a jetting action and thereby
assist penetration of the vibrator/vibroflot.
[0015] Once the hole has been established to the desired depth, a quantity of the material
8 which will form the stone column is delivered to the bottom tip of the vibrato/vibroflot
by lifting the machine and either tipping aggregate into the hole from the surface
or by pipes leading down to the nose either within or attached to the side of the
equipment. The bit is then re-inserted and the weight of the device and vibration
serves to compact the infill material see Fig. 1b. The radial force produced by the
vibrating end formation forces added material horizontally out against the in-situ
soil. In establishing a stone column in accordance with current practice when the
required degree of compaction has been achieved the vibrator/vibroflot is again removed
and a further quantity of filling material introduced and the compacting cycle repeated.
See Fig 1c. This is continued until the desired dense column of granular material
interlocking with the surrounding ground is formed up to and adjacent the ground surface.
[0016] In accordance with the present invention the sealing plug is established in the stone
column, and usually this will be established after an initial quantity of infill material
has been compacted at the bottom of the column, as illustrated in figure 1b. The desired
sealing material is conveniently introduced into the column in a slurry, solution
or suspension form by way of one or other of the above described air or water passages
or preferably by a passage which is specifically provided for this purpose. The diamond
hatching 10 represents the location of the sealing plug. The axial extent of the plug
is not shown to scale, being exaggerated for the convenience of illustration.
[0017] An alternative method of installing the stone column and the sealing plug is described
with reference to figures 2a-2c. In this embodiment the tool 3' comprises a cylindrical
or other shaped sleeve which is vibrated, forced or hammered longitudinally into the
ground. The material which will form the stone column is introduced into the sleeve
which initially protect it from contamination by the external surrounding ground.
Once the sleeve has penetrated to the desired depth withdrawal is commenced and this
is accompanied by vibration, hammering or ramming to procure compaction of the stone
column below the sleeve. Where it is not required to establish a sealing plug then
this is continued until the sleeve is removed from the ground. Where a sealing plug
is required then a convenient means of introducing the sealing material 8 into the
stone column is by way of a passageway 11 formed along the inside of the sleeve. Conveniently
small diameter pipes can be fixed on the inside or outside of the sleeve and having
their outlets near the bottom of the sleeve to serve as the passageway for the sealing
material. Thus when the outlet is at the desired depth then seal material can be introduced
into the passageway to emerge from the outlet and thereby establish the sealing material
within the stone column as indicated by diamond hatching in the illustrations of figure
2c. As with the previous mentioned embodiment air and/or water jetting may be employed
via for example pipes 12,13. The pipes provided for this purpose may be utilised for
introducing the sealing material or a separate pipe may be employed.
1. In association with the establishment of a ground improving stone column, the improvement
comprising the provision of a sealing plug immediately below or within the column.
2. A stone column as claimed in claim 1 in which the material of the sealing plug is
one of a sealing solution, suspension, cementious grout, chemical grout or other material.
3. A method of establishing a ground improving stone column comprising the step of establishing
a sealing plug at a desired position within or relative to the stone column.
4. A method of establishing a ground improving stone column as claimed in claim 3, the
method comprising creating a ground penetrating hole accommodating infill material
and compacting same.
5. A method as claimed in claim 3 or 4 in which the sealing material is introduced as
a slurry by way of a passageway forming part of a ground penetrating vibrator, vibroflot
or sleeve.
6. Apparatus for use in establishing a ground improving stone column, said apparatus
comprising a ground penetrating tool (3) and incorporating a passageway (11) having
an outlet adjacent a lower end of the tool from which sealing material can be discharged
to establish the sealing plug at a desired location relative to the stone column.
7. Apparatus as claimed in claim 6 in which the ground penetrating tool comprises a hollow
sleeve (3') and the passageway comprises a pipe (11) disposed within or outside the
sleeve.
8. Apparatus as claimed in claim 6 in which the ground penetrating tool comprises a radial
vibration generating member disposed at the end of a longitudinal carrier and further
comprising a passageway disposed externally of the carrier.
9. A method of introducing a sealing plug below or within a stone column, the method
comprising establishing a passageway whose outlet is disposed at the desired location
at which the sealing plug is to be established, connecting the passageway to a source
of sealing material and causing a desired quantity of material to discharge from the
outlet to establish a sealing plug.
10. A method as claimed in claim 9, the method comprising creating a ground penetrating
hole of a desired depth and introducing and compacting infill material.
11. A sealing plug for use in anyone of the preceding claims in which the material of
the plug remains flexible.