Method for manufacturing an element in the ground by in-situ soil mixing with a geopolymer

Abstract

The invention relates to a method of fabricating an element in ground (S), the method comprising: a step of drilling an excavation (T) in the ground; and a step of mixing the ground in place in the excavation in situ with a geopolymer.

Claims

1. A method of fabricating an element in ground, the method comprising: a step of drilling an excavation in the ground; and a step of in situ mixing the ground in place in the excavation with a composition containing at least one alkaline base in order to form a geopolymer in situ.

2. The method according to claim 1, wherein the composition containing the alkaline base is injected into the excavation in order to form the geopolymer in situ in the excavation by reaction of the alkaline base with the ground in place.

3. The method according to claim 1, wherein: a drilling and mixing tool is provided, and the drilling step comprises a stage of lowering the drilling and mixing tool followed by a stage of raising the drilling and mixing tool, the method further includes: a step of injecting a first composition during the lowering stage, and a step of injecting a second composition during the raising stage, the drilling step takes place during the lowering stage, the mixing step comprises: a first stage of in situ mixing of the ground in place with the first composition during the lowering stage, and followed by a second stage of in situ mixing of the second composition with the ground in place as previously mixed with the first composition, the second mixing stage taking place during the raising stage, and the geopolymer is formed in situ by reaction of the first composition with the second composition, the first composition or the second composition containing the alkaline base.

4. The method according to claim 3, wherein: the first composition contains a silico-aluminous mineral while the second composition contains the alkaline base; and when the first composition contains the alkaline base, the second composition contains a silico-aluminous mineral.

5. The method according to claim 4, wherein the alkaline base contains a solution of alkaline silicate.

6. The method according to claim 1, wherein: prior to the drilling, the method further comprises forming a pretrench is formed in the ground, and the filling the pretrench with a first composition, during the drilling, the method further comprises injecting a second composition into the excavation, the excavation is in the form of a trench in register with the pretrench containing the first composition in order to entrain the first composition into the excavation; the mixing step comprises mixing the ground in place with the first and second compositions; the geopolymer is formed in situ by the first composition reacting with the second composition; and the first composition or the second composition contains the alkaline base.

7. The method according to claim 6, wherein: the first composition contains a silico-aluminous mineral while the second composition contains the alkaline base; and when the first composition contains the alkaline base, the second composition contains a silico-aluminous mineral.

8. The method according to claim 7, wherein the alkaline base contains a solution of alkaline silicate.

9. An element in ground obtained by performing a method according to claim 1, said element being constituted by the ground in place mixed in situ with at least one composition containing an alkaline base.

10. The element according to claim 9, wherein said element is constituted by the ground in place mixed in situ with a first composition containing an alkaline base and a second composition containing a silico-aluminous mineral.

11. A method of fabricating an element in ground, the method comprising: drilling an excavation in the ground; and forming a geopolymer in situ by mixing the ground in the excavation with a composition containing at least one alkaline, wherein the composition is configured to form the geopolymer by a reacting with silico-aluminous mineral in the ground.

12. The method of claim 11, wherein: the drilling of the excavation comprises: lowering a drilling and mixing tool into the ground while drilling the excavation; and raising the drilling and mixing tool from the excavation; and the method further comprises: injecting a first composition containing the alkaline base during the lowering, and injecting a second composition the alkaline base during the raising, the mixing comprises: during the lowering, forming a first mixture by in situ mixing of the ground with the first composition, and during the raising, forming a second mixture by in situ mixing of the second composition with the first composition, and the first composition and the second composition are configured to form the geopolymer.

13. The method of claim 11, further comprising: prior to the drilling of the excavation, forming a pretrench in the ground; and filling the pretrench with a first composition, and during the drilling of the excavation, injecting a second composition into the excavation, wherein: the drilling of the excavation comprise forming a trench in register with the pretrench such that the first composition is entrained into the excavation; and the mixing comprises mixing the ground in place with the first and second compositions; the first composition and the second composition are configured to form the geopolymer; and the first composition and the second composition contain the alkaline base.

14. A method of fabricating an element in ground, the method comprising: forming a pretrench in the ground; filling the pretrench with a first composition, drilling an excavation in the ground in register with the pretrench, the drilling including injecting a second composition into the excavation; and forming a geopolymer in situ by mixing the ground in the excavation with a composition containing at least one alkaline, wherein the mixing comprises mixing the ground in place with the first and second compositions.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) The disclosure can be better understood on reading the following detailed description given by way of non-limiting indication and with reference to the accompanying drawings, in which:

(2) FIGS. 1A to 1D show a first implementation of the disclosure;

(3) FIGS. 2A to 2C show a second implementation of the disclosure;

(4) FIGS. 3A to 3C show a third implementation of the disclosure; and

(5) FIGS. 4A to 4C show a fourth implementation of the disclosure.

DETAILED DESCRIPTION OF THE DISCLOSURE

(6) With reference to FIGS. 1A to 4C, there follow, by way of non-limiting example, successive descriptions of four implementations of the method of the present disclosure.

(7) The first implementation is described with reference to FIGS. 1A to 1D.

(8) In this example, the first implementation makes use of a drilling and mixing tool as described in Document EP 1 878 833.

(9) Naturally, other drilling and mixing tools could be used in the context of this first implementation, such as for example the tool described in Document WO 2007/116178, or indeed single or double vertical augers.

(10) In this example, an element is fabricated in ground S, which element is in the form of a column C. To do this, there is an initial step of drilling an excavation E in the ground S, by introducing a drilling and mixing tool 10 into the ground S, which tool is rotary about a vertical axis X. As can be seen in FIGS. 1A to 1D, the drilling and mixing tool 10 passes through a tubular portion 12 previously inserted in the ground S for drilling. This step of prior insertion of the tubular portion 12 is nevertheless optional.

(11) The drilling operation in this example is performed by setting the tool 10 into rotation while injecting a drilling fluid F.

(12) As can be seen in FIG. 1C, after the drilling and mixing tool 10 has gone past the tubular portion 12, two fins 14 become deployed radially in order to increase the diameter of the excavation.

(13) After the drilling and mixing tool 10 has reached the desired drilling depth, the tool is raised. During this raising stage, the drilling and mixing tool 10 continues to rotate about the vertical axis of rotation X, and a composition G containing a geopolymer is injected into the excavation so that, during the raising stage, a mixing step is performed in which the composition G containing the geopolymer is mixed in situ with the excavated ground.

(14) In this example, the composition G is an amorphous silica gel obtained by the action of an alkaline silicate (soda, potash, or other) on a silico aluminous mineral (e.g. ash, slag, metakaolin). The column C constituted by mixing excavated ground with the geopolymer G presents low porosity and good resistance to chemical attack.

(15) It has also been found that gel formation is considerably faster than the process of hydrating cement. Finally, once the gel has been formed by precipitation and mixing with the excavated ground, its strength no longer varies as a function of time.

(16) It can thus be understood that this gel G is prepared on the surface is and injected into the excavation during the stage of raising the drilling and mixing tool 10, while being mixed in situ with the ground.

(17) After setting, a column is obtained that is constituted by a material presenting better durability than columns made using a hydraulic binder constituted by a mixture of bentonite and cement.

(18) With reference to FIGS. 2A to 2C, there follows a description of a second implementation of the method of the disclosure. In this example, a drilling and mixing tool 20 is used that has two drilling and mixing drums that are rotary about horizontal axes. Reference may be made to Document WO 2007/116178 for a more detailed description of this tool.

(19) In this implementation, and as shown in FIG. 2A, a step is performed of drilling and excavating a trench T in the ground S by lowering the above-mentioned tool 20. Once the tool has reached the desired drilling depth, it is raised. During this raising stage, an alkaline base B is injected into the trench while continuing to cause the drilling and mixing drums to rotate so as to form the geopolymer in situ in the trench by reaction between the alkaline base and the silico-aluminous mineral contained in the ground in place. As an alkaline base, it is possible by way of example to use potassium silicate or sodium silicate.

(20) With reference to FIGS. 3A to 3C, there follows a description of a third implementation of the method of the disclosure.

(21) In this implementation, a drilling and mixing tool 20 is provided that is similar to that shown in FIGS. 2A to 2C.

(22) A drilling step is performed that takes place during a stage of lowering the drilling and mixing tool, as shown in FIG. 3A.

(23) According to the disclosure, a step is performed of injecting a first composition A during the lowering stage while performing in situ a first stage of mixing the ground in place with the first composition A.

(24) Thus, during this lowering stage, the trench T is drilled while performing in situ mixing of the ground in place with the first composition A.

(25) Once the drilling and mixing tool 20 has reached the desired depth, as shown in FIG. 3B, the drilling and mixing tool is raised.

(26) During this raising stage, a second composition B is injected into the ground and a second stage of in situ mixing is performed between the second composition B and the ground in place that has previously been mixed with the first composition A. The second mixing stage thus takes place during the stage of raising the drilling and mixing tool.

(27) The geopolymer G is formed in situ by reaction of the first composition A with the second composition B in compliance with the following formula:
A+B.fwdarw.G

(28) In this example, the first composition A that is injected during lowering comprises 700 kilograms (kg) of fly ash. A liquid is also injected in the form of a mixture of water and bentonite (20 kg to 30 kg).

(29) During the raising stage, the mixture of ground and first composition A that was previously made during the lowering stage continues to be mixed, while injecting the second composition B in the form of a mixture of water, soda, and silicate (e.g. 300 liters (L) of water, 115 kg of soda, and 310 kg of silicate).

(30) After the material that results from mixing the excavated ground and the geopolymer G has set, a molded diaphragm P2 is obtained in the ground S.

(31) As can be understood, this third implementation can alternatively be performed using the tool shown in FIGS. 1A to 1D.

(32) With reference to FIGS. 4A to 4C, there follows a description of a fourth implementation of the method of the disclosure.

(33) A drilling and mixing tool 30 is provided, namely a trencher having a blade 32 that extends vertically; the blade 32 is connected to a carrier 34. Moving the carrier 34 enables an excavation to be made in the form of a continuous trench T. Such a drilling and mixing tool 30 is well known from elsewhere and is not described in greater detail herein.

(34) In the method, a pretrench 40 is formed initially in the ground S and filled with a first composition A. In this example, it is a silico-aluminous mineral. The depth of this pretrench is of the order of 20 centimeters (cm) to 1 meter (m).

(35) Thereafter, a drilling step is performed that consists in drilling a trench T through the pretrench 40 that contains the first composition A, so as to entrain the first composition A into the excavation. At the same time as the drilling step, a second composition B is injected into the trench and the ground in place is mixed in situ with the first and second compositions A and B in order to form the material constituting the element that is to be fabricated, namely a continuous diaphragm P3.

(36) In this example, the second composition is a liquid alkaline silicate solution that is pumped into the trench via nozzles 42 arranged along the blade 32. The reaction between the first and second compositions A and B forms a geopolymer in situ that is simultaneously mixed with the ground in place. After setting, a continuous diaphragm P3 is obtained.