U.S. patent number 3,670,506 [Application Number 05/144,252] was granted by the patent office on 1972-06-20 for process for stabilizing soils.
This patent grant is currently assigned to Societe Rhodiaceta. Invention is credited to Yves Gaudard.
United States Patent |
3,670,506 |
Gaudard |
June 20, 1972 |
PROCESS FOR STABILIZING SOILS
Abstract
In stabilizing soil for foundations for buildings or roads, a
non-woven or spunbonded fabric, preferably of continuous filaments
and preferably of a polyester or polyolefine, is used as an
anti-contaminant layer over cleared soil, below the preparation
layers and coating layers if these are used. The spunbonded fabric
is pervious to water but not to mud.
Inventors: |
Gaudard; Yves (Lyon,
FR) |
Assignee: |
Societe Rhodiaceta (Paris,
FR)
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Family
ID: |
9695922 |
Appl.
No.: |
05/144,252 |
Filed: |
May 17, 1971 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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888812 |
Dec 29, 1969 |
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Foreign Application Priority Data
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Dec 31, 1968 [FR] |
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6850894 |
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Current U.S.
Class: |
405/302.7;
404/17 |
Current CPC
Class: |
E02D
3/00 (20130101); D04H 3/16 (20130101); D04H
3/007 (20130101); D04H 3/011 (20130101); E01C
3/06 (20130101); D04H 3/11 (20130101); E01B
2204/05 (20130101) |
Current International
Class: |
D04H
3/16 (20060101); E01C 3/00 (20060101); E01C
3/06 (20060101); E02D 3/00 (20060101); E02d
003/00 () |
Field of
Search: |
;61/35,36,38
;94/4,7 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Williamowsky; David J.
Assistant Examiner: Kannan; Philip C.
Parent Case Text
This application is a continuation-in-part of application Ser. No.
888,812, filed Dec. 29, 1969, now abandoned.
Claims
What is claimed is:
1. The method of producing a load bearing surface over a base soil
of high moisture content and low stability that comprises placing a
non-woven sheet of spunbonded, essentially continuous organic
filaments arranged at random across the sheet over said base soil
and covering said sheet with preparation layers, said textile sheet
preventing the rise of mud from the base soil while permitting the
passage of water and co-mingling of the same with the preparation
layers and distributing loads applied to said preparation layers
over the area of said sheet.
2. The method as claimed in claim 1 wherein the weight of the
textile fabric is from 200 - 700 g/m.sup.2.
3. The method as claimed in claim 1 wherein the textile fabric is
needle punched.
4. The method according to claim 1, wherein the non-woven fabric is
made of fibers of a polyester.
5. The method according to claim 1, wherein the non-woven fabric is
made of fibers of a polyolefine.
6. The method according to claim 1, wherein said non-woven sheet
has at least two laminae connected to one another by needle
punching.
Description
The present invention relates to a process for the stabilization of
soils.
For the construction of buildings and land communication routes,
especially road and railway communication routes, it is important
for the base soil to be perfectly stable. For this reason a
separating layer, generally called an anti-contaminant layer, is
often spread over the cleared soil, optionally after it has been
compacted but before the layers subsequently called "preparation
layers" (foundation layer, base layer and the like) which are of a
different material to that of the soil, are formed. This
anti-contaminant layer, which is water-permeable, is intended to
prevent the base soil being converted into mud which under the
pressure exerted by the weight of a building or the passage of
heavy vehicles (trains, lorries, or earthworking machinery), rises
up through the preparation layers, with the result that these no
longer react uniformly to the pressure exerted and subsidence
occurs.
However, this anti-contaminant layer, which usually consists of
so-called "drain sand", of gravel, or of an unsorted mixture of
sand and gravel must, in order to be effective, be made
sufficiently thick, especially if it rests on clay, sandy or marshy
soils. Thus this expensive and in certain cases rather unreliable
solution is not satisfactory.
It is an object of the present invention to provide a means of
overcoming or mitigating the above disadvantages.
According to the invention soil is stabilized by spreading over the
cleared soil as an anti-contaminant layer textile material
comprising non-woven fabric formed from natural, artificial or
synthetic fibers, preferably continuous filaments.
In itself, a non-woven web or fabric formed of continuous filaments
arranged at random across the web is a known product. Such products
are sometimes described by the general expression "spunbonded" and
this expression will for simplicity be adopted hereinafter. The
manufacture of these articles, which has frequently been described,
consists in principle in extruding a molten or dissolved organic
polymer through a spinneret pierced with holes, orienting the
extruded filaments by stretching the bundle by means of one or more
jets of fluid (compressed air), and finally receiving the bundle in
a predetermined manner on a moving belt whose speed and direction
of travel are regulated so as to form an essentially regular
non-woven web of the desired thickness. In practice, at this stage
of the process of manufacture, the material is calibrated or
calendered, preferably hot, so that the elementary filaments are
bonded to one another at least at the surface, thereby considerably
increasing the cohesion of the web. In general, a gentle
calibration suffices.
It has been found that it is preferable for the "spunbonded" web to
be needle-punched, essentially to enmesh the continuous filaments
and impart cohesion to the base layer.
For the present purpose there is preferably used a spunbonded web
or oriented filaments of a polyester, especially polyethylene
terephthalate, or a polyolefine, especially isotactic
polypropylene, though other organic fibers (of for example a
polyamide, polyvinyl chloride or polyvinylidene chloride or their
derivatives, a cellulose acetate, polyacrylonitrile, vinyl alcohol
or the like) can also be used.
The webs can optionally contain a filler, an adjuvant or a textile
reinforcement, consisting for example of a web of filaments or of
parallel coarse fibers, or wide-mesh woven fabric.
The spunbonded webs of the present invention, whether or not they
have been needle punched have the property of being permeable to
water while at the same time resisting the passage of mud.
The optimum weight of spunbonded webs employed depends on the
nature of the base soil and of the preparation layers, as well as
on the pressure which the soil will have to undergo. By way of
example, a weight of 200 to 700 g/m.sup.2 will be adequate for
moderate or heavy duty roadways.
The spunbonded material can be placed in position very simply by
unrolling on the soil. Optionally, a second fabric of the same or a
similar kind and/or a conventional anti-contaminant layer can be
laid down over it. Thereafter, the preparation layers and, where
appropriate, the coating layers are formed in the ordinary
manner.
Compared to the previously used anti-contaminant layers, the
spunbonded material makes it possible, with greatly reduced volume
and weight, (1) better to separate the base soil from the
preparation layers, (2) more effectively to prevent the rise of mud
and (3) better to distribute the load exerted at a point over a
broader surface of the base soil. The use of this material thus
considerably improves the stability even of soils which are by
nature rather unstable, such as clay, sandy or marshy soils.
The spunbonded material is consequently particularly suitable
firstly for stabilizing roadways such as ordinary roads, motorways,
racing tracks, unmade road, tracks for the passage of heavy
machinery in yards, and metalled roads, and secondly for
stabilizing building land and areas which have been cleared and are
to be used for the bulk storage of large amounts of building
materials, coal and the like.
The examples which follow illustrate the invention.
EXAMPLE I
Polyethylene terephthalate granules dried to a residual moisture
content of less than 0.01 percent and having an intrinsic viscosity
of 0.65 (determined at 25.degree. C. on an 0.5 percent solution in
o-chlorophenol) are fused in a single-screw extruder. The fused
mass is passed by means of a pump through a spinneret heated to
290.degree. C. and pierced with 50 holes of diameter 0.6 mm. The
flow of extruded material is regulated to 3.0 g/minute/hole. The
bundle of filaments formed is collected continuously in a
stretching nozzle situated 175 cm from the spinneret, so that while
travelling from the spinneret to the nozzle the bundle cools. The
stretching nozzle is supplied with air compressed to 6 kg/cm.sup.2
gauge.
After the stretching, the filaments have the following
properties:
Average gauge, 10 dtex (9 den) ;
Elongation, 130 percent
Tenacity, 28.8 Rkm (3.2 g/den).
The bundle of oriented filaments is laid down by means of an
oscillating deflector onto an endless moving belt to form a
non-woven web which consists of continuous filaments arranged at
random and in a non-parallel manner and which weighs about 280
g/m.sup.2. This web is continuously calibrated by passing it
between two rollers heated to 120.degree. C., the spacing of which
is adjusted to 8 mm.
Thereafter the spunbonded web is passed into a needle-punching loom
equipped with needles with nine hooks, and so regulated as to give
a piercing density of 80 strokes/cm.sup. 2 and a thickness of about
3 mm; the resulting web weighs about 300 g/m.sup.2.
A sample of this web, 20 meters long and 5 meters wide, was
unrolled on a curved access ramp of clay soil sloping at about 5
percent, 80 tons of unsorted sand-gravel mixture of density about
1,600 kg/cm.sup.3 were spread above the web. After lorries and
bulldozers of average weight 20 tons had passed, at the rate of 800
tons/day, for 15 days (during which it rained for the equivalent of
5 days, of which 3 were consecutive days), the profile of the ramp
was only very slightly changed and all travel had taken place
normally.
During the same time, on a ramp similar to the first to which only
the 80 tons of the sand-gravel mixture but no non-woven web has
been applied, the lorries and bulldozers became stuck in the mud
after 1 day's rain and it was necessary to add further sand-gravel
mixture. After 15 days, to fill up the ruts which had appeared
either merely because of the lorries and bulldozers passing or
because of the combined action of their passing and of the rain, it
was necessary to add 170 tons of the mixture over a surface equal
to that of the web, that is to say 100 m.sup.2, representing a
total application of 250 tons against a previous 80 tons.
EXAMPLE II
One prepares a zone of about 60,000 square meters of boggy, swampy,
water laden land. The preparation of the ground consists only of
removal of the large vegetation. One then spreads on this surface
an assembly of sheets sewn together weighing 600 grams to the
square meter. The desired thickness is obtained by superimposing
two sheets such as are described in Example I, calibrated but not
yet needle punched. The connection of the two sheets is then
effected by needle punching the two superimposed sheets using the
same density of piercing as in the preceding example but with
greater depth of penetration of the needles. The thus connected
double thickness sheets are sewn together to the area desired.
One puts on the sheet a layer 120 cm thick of ungraded product such
as gravel which is then compacted. One obtains so a large surface
terrain which is then utilized without disadvantage as a zone of
industrial storage comprising flat storage surfaces and ways for
the passage of large trucks.
Although heavy materials may be stored on the surface provide in
Example II the mud does not pass through the sheets or webs of
spunbonded material according to the present invention. The water
will pass through this material, but the mud will not so that the
spunbonded web functions as a filter as far as the mud is
concerned. The web of Example I functions the same way and
therefore permits water from below to pass through it and then to
drain off at the sides of the road surface while the mud is
contained underneath the web of spunbonded material. Thus the
spunbonded material has the property of preventing the passage of
mud through it, but because the water passes through the spunbonded
web from below to above, the result is to make the remaining mud
more stable by loss of some of its water.
The spunbonded material of Examples I and II is also a very strong
material. It is normally covered with a preparation layer and when
it is then subjected to heavy loads, for example the wheels of a
heavy vehicle, the load is distributed over the area of the sheet
which is in effect tensioned, under the preparation layer, by the
load. The strength of the material is such that it resists tearing
even under high load conditions.
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