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    • CFM - Colloid Formation & MigrationCFM - Colloid Formation & Migration
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    • ISC - In-situ Stimulation & Circulation ExperimentISC - In-situ Stimulation & Circulation Experiment
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    • MaCoTe The Material Corrosion TestMaCoTe The Material Corrosion Test
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Pore Space Geometry (PSG)

Pore Space Geometry (PSG) - In-situ Experiment - Field Work

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Pore Space Geometry (PSG)
03 March 2009
03 March 2009
Last Updated: 30 July 2014

The main field work began in April 2004.

To ensure the matrix pore water would not interfere with the injection of the resin, the rock around the injection site was gently heated. After 3 weeks of heating, the rock matrix was thought to be unsaturated and the injection of resin could begin.

The PSG site was fully instrumented with the specialised resin injection/heating equipment in April 2004. An integrated packer system containing both the resin injection equipment and the heater required for the polymerisation of the resin in situ were placed in the central borehole.

Along with the C-14 doped resin, a fluorescent tracer was also added to the resin. This allows the suitability of the C-14 tracer to be compared with that of fluorescent dyes and also allows us to be completely sure that all resin was removed in the overcore (by examining the overcored borehole with a UV lamp).


The integrated resin injection and heating packer is emplaced by Christoph Bühler of Solexperts


When illuminated with UV light, the tracer dye in the resin fluoresces

Injection of resin continued for four weeks. The injection was terminated and the resin injection equipment disconnected. The heater unit was then connected to the data acquisition system and the output to provide the correct temperature in the measuring boreholes.
 


Graph of injected mass of resin (blue line) and the flow rate of resin injection against time (hours). Around 50g of resin was injected into the rock matrix.


Heating graph for the PSG experiment. The heater unit in borehole PSG 04.001 is shown by the red line. The response in the observation boreholes (green and blue lines) at 15 cm distance from the injection hole are also shown. The steps in the graph of PSG 04.001 correspond to manual adjustments of the heater. The difference between PSG 04.005 and PSG 04.006 are related to the positioning of the downhole temperature sensors.

After two weeks of heating, the polymerisation was assumed to be complete. Overcoring was carried out by Grimsel staff using a Hilti single barrel corer with a 30 cm diameter drill bit. Drilling was successful and excellent core recovery was achieved.


The overcoring was successfully carried out by Hans Abplanalp of Nagra using a Hilti drill machine with a 30 cm diameter drill bit.


The large diameter overcore was made of a very homogeneous granite as planned.


The recovered overcore was then sent to the University of Helsinki for detailed analysis.


The large core was then sub-sampled in Finland

In Finland, the core was sawn into seven pieces and these are currently undergoing analysis for the resin distribution profiles and porosity determinations.

 

Pore Space Geometry (PSG) Experiment

Pore Space Geometry (PSG) - In-situ Experiment - Drilling and Preparation

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Pore Space Geometry (PSG)
03 March 2009
03 March 2009
Last Updated: 17 May 2021

The boreholes for the PSG experiment were drilled in January 2004. The core material from the injection borehole was found to be completely homogenous matrix to a depth of around 1.3 metres. The cores from the injection borehole are shown below.


Core material from PSG injection borehole - sections shown below in higher resolution

 

Section 1

Section 2

Section 3

Section 4

Section 5

Sections from the cores were sent to Finland for lab based porosity measurements (see the Support of in-situ test section).


The drilled PSG boreholes in the WT tunnel with the air ventilation system in place

 

Pore Space Geometry (PSG) Experiment

Pore Space Geometry (PSG) - In-situ Experiment - Location and Setup

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Pore Space Geometry (PSG)
03 March 2009
03 March 2009
Last Updated: 07 May 2015

The in-situ test took place in the WT tunnel at the Grimsel Test Site.



Location of the WT tunnel in the Grimsel Test Site

 View the tunnel with the PSG experiment in our Virtual Tour of the GTS section


Planned borehole layout

The planned stages are shown in the computer animation below

 
PSG animation
Drilling of injection borehole.
Drilling of observation boreholes
Resin injection
Polymerisation of resin
Overcoring - removal of core.

 

 

Pore Space Geometry (PSG) Experiment

Pore Space Geometry (PSG) - Laboratory Experiments & Modelling - Support of In-situ Test

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Pore Space Geometry (PSG)
03 March 2009
03 March 2009
Last Updated: 30 July 2014

Material from the central borehole of the in-situ test was send to Helsinki for laboratory based impregnation with C14-PMMA. This gave a first indication of the porosities expected to be found during the in-situ impregnation (if estimates of stress release are accounted for).

The photomicrograph and corresponding autoradiography from the inlet hole are shown below.


Photomicrograph of a section of the core from the inlet hole of the in-situ test

Corresponding autoradiograph of the core from the inlet hole of the in-situ test

The digital autoradiographs found the measured porosities to be between 0.45 and 0.55 %, which is within the range observed at the GTS via other methods. This measurement was taken at a depth of around 80cm from the tunnel wall and well outside of any Excavation Disturbed Zone (EDZ). The next stage was to apply this methodology: Pore Space Geometry (PSG) - In-situ Experiment.
 

 

Pore Space Geometry (PSG) Experiment

Pore Space Geometry (PSG) - Laboratory Experiments & Modelling - Method Development

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Pore Space Geometry (PSG)
03 March 2009
03 March 2009
Last Updated: 30 July 2014

Research at the University of Helsinki has involved two stages of laboratory test. In the first, rock cores were impregnated with 14C-PMMA before polymerisation of the resin with a 60Co source. The degree of resin impregnation was then observed using beta autoradiography with KODAX beta film. These films can then be digitised and a quantitative measurement of the degree of impregnation could be made.

The first results of the in-situ 14C-PMMA method development work with laboratory scale
tests of Grimsel granodiorite are shown below.


Uranine dyed water impregnation

Eosine dyed PMMA impregnation

Experiments using fluorescent dye tracers to impregnate (via a central hole) a sample of oven dried Grimsel granodiorite . Impregnation time was 2 hours. This test compares the pore space that can be accessed with water and with PMMA.

 

Photomicrograph of rock surface of Grimsel granodiorite sample and corresponding autoradiograph provided by 14C-PMMA impregnation. Magnifications from three different areas corresponding to porosities of 0.3, 0.5 and 0.7%. Sample width is 67 mm. The magnified areas show that, within a relatively small sample, there are large changes in the measured porosity.

The next stage is to carry out resin impregnation on larger samples and use similar techniques to the in-situ test at the GTS.

Block scales tests were carried out on 30 x 30 x 30 cm blocks of Kuru grey granite from Finland. The large blocks were prepared in the same manner as the in-situ test. To simulate in situ conditions, the blocks were kept wet by leaving them in a tray of water. The purpose of the heating phase was to then dry out the rock matrix before the injection of the 14C-MMA. After injection of the resin, more heat was applied, via the central borehole, to begin the polymerisation. Once the polymerisation was complete, the block could be cored and autoradiography carried out on the samples. The equipment for the block tests is shown below.

The equipment for the block scale test using (30x30x30 cm) Kuru grey granite from Finland.

The start of the heating tests using the Kuru grey granite.


The equipment for the block scale tests. The block sits in a tray of water to simulate near saturated conditions. This tests the drying procedures. The Perspex box prevents evaporation of water to the laboratory
 

After the injection of the 14C-MMA, the block is heated to allow polymerisation. Cores of the polymerised block are then taken for autoradiography as shown in the following animation.
 

{flv width="320" height="260" img="videos/kura_block_thumb.jpg"}kura_block{/flv}
PSG Kura block animation
 
The resulting images from the block scale test are shown below
Photomicrograph of rock surface of Kuru grey granite. Sample length is 70mm Corresponding autoradiograph provided by lab based 14C-PMMA impregnation. Magnification of a 1 cm2 area of the autoradiograph showing good impregnation of 14C-PMMA into the fine pore space


Beta autoradiograph of the block test material. The dark areas show the location of the 14C tracer in the pore space of the rock

Modelling of the laboratory and in-situ test data is carried out by colleagues at the University of Poitiers in France. The aim is to improve existing transport models via visualisation and quantification of matrix porosity, degree of connected porosity, pore tortuosity and pore constrictivity.

 

Pore Space Geometry (PSG) Experiment

More Articles …

  1. Pore Space Geometry (PSG) - Aims & Experimental Concept
  2. Pore Space Geometry (PSG) - Introduction

The CFM Experiment

  • CFM Introduction
  • CFM Concept
  • CFM Project Aims
  • CFM Site Preparation [2009/10]
  • CFM Phase 1 [2004 - 2008]
  • CFM Phase 2 [2008 - 2013]
  • CFM In-situ Testing [2009/2011]
  • CFM In-situ Tracer Test [2012]
  • CFM : LIT (Long-term In situ Test) [2014]
  • CFM : IBET (In Rock Bentonite Erosion Test)
  • CFM References

40 years of Experience

Sample image 
40 Years experience

2014 marked a significant milestone in the history of the Grismel Test Site with the running of experiments which have spanned more than 30 years. Read more about the close to 40 years of scientific exploration in the 40 Years of History at the Gimsel Test Site section.

Grimsel 2010 - English (PDF 1,119 kb )

Grimsel 2010 - Deutsch  (PDF 989 kb )

CFM Video

GTS CFM PackerColloid Formation and Migration Video
A short video showing the tunnel packer installation.
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