1 X-ray microfocus computed tomography in Materials research, doctoraatsseminarie HP15, KULeuven February 20th 2003 Characterization of the hydration of.

Slides:



Advertisements
Similar presentations
FIGURE 13-1 Simplified cross section of a hazardou s waste landfill with details A and B.
Advertisements

DOPAS Project: Demonstration of Plugs and Seals The FSS Experiment (Full Scale Seal) J.M. Bosgiraud, F. Plas, R. Foin, G. Armand, J. Morel More about the.
Physical Chemistry I (TKK-2246)
Quantitative characterization of the pore network of a macroporous soil using µ X-ray CT Sofie Herman, department of Land Management, K.U. Leuven
Pore-scale modelling of carbonates 1 Hiroshi Okabe Petroleum Engineering and Rock Mechanics Research Group Department of Earth Science and Engineering.
LABORATORY DETERMINATION OF POROSITY
Conductivity Testing of Unsaturated Soils A Presentation to the Case Western Reserve University May 6, 2004 By Andrew G. Heydinger Department of Civil.
STABILITY ANALYSIS IN PRESENCE OF WATER Pore pressures Rainfall Steady state flow and transient flow.
Tim Armitage.  Shale Gas Reservoir's  The problems with Shale Reservoirs  What is needed to Create a usable model  Possible solutions to Porosity.
Advanced Biomedical Imaging Dr. Azza Helal A. Prof. of Medical Physics Faculty of Medicine Alexandria University Lecture 6 Basic physical principles of.
CCMT Validation of Shock Tube Simulation Chanyoung Park, Raphael (Rafi) T. Haftka and Nam-Ho Kim Department of Mechanical & Aerospace Engineering, University.
Automatic measurement of pores and porosity in pork ham and their correlations with processing time, water content and texture JAVIER MERÁS FERNÁNDEZ MSc.
Water Movement in Soil and Rocks. Two Principles to Remember:
Groundwater Objectives
Soil Physics 2010 Outline Announcements Where were we? Archimedes Water retention curve.
PHYS16 – Lecture 35 Sound December 3, 2010 “Since light travels faster than sound, is that why some people appear bright until you hear them speak?”
CIPC Application of X-Ray CT for Investigation of CO 2 and WAG Injection in Fractured Reservoirs D. Chakravarthy, V. Muralidharan, E. Putra and.
Summary of results to date B. Garitte and A. Gens 2nd DECOVALEX 2011 workshop, 20 th of October 2008, Wakkanai, Japan Dept. of Geotechnical Engineering.
Status report on Step1 of Task A, DECOVALEX-2011 modeling for Ventilation Experiment –modeling for Ventilation Experiment By Xiaoyan Liu, Chengyuan Zhang.
Hydrologic Characterization of Fractured Rocks for DFN Models.
Saudi Aramco: Company General Use Testing the Predictive Value of Image-Based Computation of Relative Permeability Yildiray CINAR The 2 nd KFUPM workshop.
Vivek Muralidharan Simulation and imaging experiments of fluid flow through a fracture surface: a new perspective.
Texas A&M UniversityFeb, 2004 Application of X-Ray CT to Investigate Effect of Rock Heterogeneity and Injection Rates During CO 2 Flood Process Deepak.
ASEE Southeast Section Conference INTEGRATING MODEL VALIDATION AND UNCERTAINTY ANALYSIS INTO AN UNDERGRADUATE ENGINEERING LABORATORY W. G. Steele and J.
GEOTECHNICAL PROPERTIES (CE1203)
Soil Physics 2010 Outline Announcements Aeration Permeability Relative permeability Air permeability.
Task #8: Hydraulic interaction rock/bentonite Objectives: Scientific understanding of the exchange of water across the bentonite-rock interface. Better.
Modeling and Measuring Water Saturation in Tight Gas Reservoirs Marcelo A Crotti Inlab S.A. INTERNATIONAL SEMINAR ON TIGHT GAS SANDS August 14th – 15th,
Wittaya Julklang, Boris Golman School of Chemical Engineering Suranaree University of Technology STUDY OF HEAT AND MASS TRANSFER DURING FALLING RATE PERIOD.
Ron Cherry, Maged Fam and Emiliano López
8. Permeability (Das, chapter 7)
KIT – University of the State of Baden-Wuerttemberg and National Research Center of the Helmholtz Association Institute for Nuclear and Energy Technologies.
Density. Computing Density Density = mass (g) volume (cm 3 ) DETERMINE VOLUME: DETERMINE MASS: RT = Pg. 1.
A Look at Density and How to Calculate It
Measuring the Attenuation Coefficient of Biological Materials Sarah DeLeo Kyle Gautreaux Shreya Purohit Eric Richard.
Posiva Oy Olkiluoto Eurajoki Puh. (02) 8372 (31) faksi (02) DOPAS Demonstration of Plugs and Seals Posiva Plug Experiment POPLU at URCF.
1 Modelling Task 8 EBS Task Force Meeting 16, Lund, 28 November 2012 Dr. David Holton Dr. Steven Baxter
Induced Slip on a Large-Scale Frictional Discontinuity: Coupled Flow and Geomechanics Antonio Bobet Purdue University, West Lafayette, IN Virginia Tech,
DENSITY How dense is dense?. What’s the matter? Matter exists in 3 main forms: solid liquid and gas. Density is the concentration of matter (atoms) in.
1 ETRR-2 Neutron Radiography Facility ETRR-2 Neutron Radiography Facility T. Mongy Atomic Energy Authority (AEA) of Egypt, ETRR-2.
Geology 5660/6660 Applied Geophysics 26 Feb 2014 © A.R. Lowry 2014 For Fri 28 Feb: Burger (§8.4–8.5) Last Time: Industry Seismic Interpretation.
Petroleum Engineering 406 Lesson 4 Well Control. Read Well Control Manual –Chapter 9 Homework 2 Due Feb. 3, 1999.
Prepared by: Marcia C. Belcher Construction Engineering Technology.
How do you calculate the density of a substance?
1:1 scale wellbore experiment for a better understanding of well integrity in the context of CO 2 geological storage, Mont Terri underground rock laboratory.
CHROMATOGRAPHY Chromatography basically involves the separation of mixtures due to differences in the distribution coefficient.
Lecture 15 Soil Water (2) Soil Water Movement (1) Concept of Hydraulic Head Soil moisture Characteristics Darcy’s Law Infiltration.
Fluid Saturation Introduction
30 th June 20111Enrico Da Riva, V. Rao Parametric study using Empirical Results June 30 th 2011 Bdg 298 Enrico Da Riva,Vinod Singh Rao CFD GTK.
David G Bennett December 2014
GEO-MECHANICS (CE2204) Engineering Properties of Soils
ELECTRICAL RESISTIVITY SOUNDING TO STUDY WATER CONTENT DISTRIBUTION IN HETEROGENEOUS SOILS 1 University of Maryland, College Park MD; 2 BA/ANRI/EMSL, USDA-ARS,
HYDRATION SEQUENCE of SWELLING CLAYS EXCHANGED with MIXED ALKALI/ALKALI-EARTH CATIONS F. Salles 1, O. Bildstein 2, J.M. Douillard 1, B. Prelot 1, J. Zajac.
What Happens to Precipitation?
FLOW THROUGH GRANULAR BEDS AND PACKED COLUMN
EARS5136slide 1 Theme 6: INTEGRATION OF STRUCTURAL DATA AND RESERVOIR MODELS.
Study of glass properties as electrod for RPC
Soil Physics David Zumr room: b608 Lecture (and seminar) notes will be available: -
Geology 5660/6660 Applied Geophysics 26 Feb 2016 © A.R. Lowry 2016 For Mon 29 Feb: Burger (§8.4) Last Time: Industry Seismic Interpretation Seismic.
Introduction Do air-filled caves cause high-resistivity anomalies? A six-case study from the Edwards Aquifer Recharge Area, San Antonio, TX Mustafa Saribudak.
LABORATORY DETERMINATION OF POROSITY
1 Waste volumes and categories Low active waste Medium active waste High active waste Short livedCategory A Category C Long livedCategory B Category C.
3rd DECOVALEX 2011 workshop, 21th of April 2009, , Gyeongju, Korea
Swelling Pressure Test
The use of borehole radar tomography to monitor a steam injection pilot study in a contaminated fractured limestone (Maine, USA) C. Grégoire, J.W. Lane.
A. Jagadeesh and G. P. Ong National University of Singapore Y. M. Su
Name: André Rübel Organisation: GRS Date:
Fluid flow dynamics in CO2 sequestration in deep saline aquifers
Presentation by: Lillian Lau
Computed Tomography (C.T)
Presentation transcript:

1 X-ray microfocus computed tomography in Materials research, doctoraatsseminarie HP15, KULeuven February 20th 2003 Characterization of the hydration of a clay pellet/powder mixture by means of µCT Van Geet 1, Roels 2, Swennen 2, Dereeper 1, Maes 1 and Put SCKCEN 2 KULeuven Part of RESEAL II project co-funded by the European Commission and performed as part of the fifth EURATOM framework programme, key action Nuclear Fission ( ) and co-funded by NIRAS/ONDRAF

2 Overview Introduction Principles of µCT Engineered clay sample: hydration of a clay pellet/powder mixture  Experimental set-up  Hydration  Swelling Conclusions

3 Introduction: RESEAL project SCK studies the possibilities of underground storage of high-level nuclear waste RESEAL aims to demonstrate sealing techniques for shafts and boreholes To demonstrate that a low permeability seal of bentonite avoids preferential migration of water, gas and radionuclides along the seal/host rock interface and through the excavation disturbed zone To demonstrate that it is possible to predict the hydro-mechanical behaviour of the seals

4 HADES-PRACLAY underground research facility Borehole sealing test Shaft sealing test

5 12 tons of pellet/powder mixture used for the seal construction Objective : Hydraulic conductivity of the seal  hydraulic conductivity of the host rock Seal dimensions : 2.24 m height / 2.20 m diameter 50/50 pellet/powder mixture of FoCa clay Compaction of the mixture on the first 60 cm - density 1.55 g/cm³ Manual filling - density 1.40 g/cm³

6 Principles of µCT Acquisition Reconstruction

7 Visualisation of linear attenuation coefficient Beer’s Law: Measured: intensity of X-rays passing through the object During reconstruction: Final visualisation Linear attenuation coefficient:

8 Engineered clay sample Plexiglass hydration cell with FoCa-Clay mixture Length7 cm Width3.8 cm Mixture 50% pellets / 50% powder Dry density 1.4 g/cm 3

9 Hydration scheme 1/2 month1 month 3 months Suction Injectioninjection Low pressure 5 bar After hydration a permeability test was performed, showing a constant permeability  complete hydration can be assumed  hydraulic conductivity = 2.0E-12 m/s

10 Visualisation of the dry cell Pellets/powder can be discriminated Fractures and microfractures within the pellets High density features (Fe-oxy/hydroxides) Heterogeneous porosity and macroporosity within powder

11 Time evolution dry ½ month of suction 1 ½ months of suction 1 ½ months of suction and 1 month of injection 1 ½ months of suction and 4 months of injection

12 Difference images in time Dry - ½ month of suction

13 Density calculation As 3 densities(pellet,total dry density,total wet density) are known As atomic number is assumed constant attenuation can be converted to density Adapted reconstruction was performed to correct for X-ray variations inbetween measurements Air can not be used as known density as we zoomed in on plexiglass cell to enhance resolution

14 Swelling of pellets At the bottom of the sample “new developed”?? fractures were found before final hydration Questions :  Is this the outline of an original pellet?  If so, can we measure the swelling?

15 Swelling of pellets (2) Centroid in every slice is correlated with centroid of original pellet Centroid position in several sequential slices

16 Swelling of pellets (3) Outline is quite similar to the original pellet For this part of the pellet a volume increase of 54% is measured

17 Dismantling and drying After dismantling water content in bottom pellet and total sample was measured (destructively)  Sample: 27.54%  Pellet: 29.1%  Complete hydration can be assumed After drying, new scan was made  Original position of pellets can not be found  Sample shows several fractures in random position

18 Conclusions µCT is a complementary tool for clay and fluid flow characterisation Within Foca clay mixture, pellets are affected first, probably due to higher suction Some fractures were observed after several weeks of injection, origin unknown, outlined along original pellet. These fractures disappeared after total saturation. Apart from these fractures, homogenisation does occur between pellets and powder No evidence was found for a ‘memory’ of the pellets The pellet/powder mixture seems to fulfill the demands for resealing a repository, although hydration takes very long.