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Din avgränsning ger 19 träffar.

• 2005:59 Reactive-Transport Model of Buffer Cementation (642 kB)

  01 januari 2005

  642 kB ... reaction terms in the system of Equations (1) and (2) are coupled through the relation: ∑ = −= min 1 1 M m mφφ , (6) where Mmin refers to the total number of minerals in the system. ... porous media (P. C. Lichtner, C. I. Steefel and E. H. Oelkers, eds.). Reviews in Mineralogy, 34, Min. Soc. Am., Washington, D.C., 1-81. Meunier, A., Proust, D., Beaufort, D., Lajudie, A and Petit...

  Innehållstyp: Dokument

• 2005:01 Reports from SSI:s International Independent Expert Group on Electromagnetic Fields 2003 and 2004

  01 april 2005

  morning, on 5 days per week (In Repacholi’s study, unrestrained animals were exposed two times for 30 min in the morning and in the evening, 7 days per week). The biological relevance of these differ- ences ... 60-Hz magnetic fields, they studied the effects of repeated exposures during incubation (one 20-60-min exposure/day for 4 days). The tested hypothesis was that an acute exposure induces the expression...

  Innehållstyp: Dokument

• 2005:33 Groundwater Flow and Radionuclide Transport in Fault Zones in Granitic Rock, Chapters 1-2

  01 januari 2005

  laws in determining rock fissure geometry from single borehole pumping tests. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., v. 23(3), p. 245-254. Endo, H. K., Long, J. C. S., Wilson, C. R., and Witherspoon ... with solute transport -- User documentation. GAI report, Golder Associates, Redmond, Washington. Min, K.-B., 2004. Fractured rock masses as equivalent continua – a numerical study. Doctoral thesis, Department...

  Innehållstyp: Dokument

• 2005:55 Application of Master Curve Methodology for Structural Integrity Assessments of Nuclear Components

  01 januari 2005

  1970 kB ... 10 0.0 0.5 1.0 1.5 2.0 P f1 P f2 P f3 P f4 99 % 1 %{ln [1 /( 1- P f)] }0 .2 5 K I/K min Fig. 3.9: Comparison of different cumulative failure probability expressions, Eq. (3-21a-d). The ... probability has the form: 4)-(4 . exp1 4 min0 min ⎟⎟⎠ ⎞ ⎜⎜⎝ ⎛ ⎥⎦ ⎤⎢⎣ ⎡ − −−−= KK KK P Jcf Here, the Weibull distribution shape has been assigned...

  Innehållstyp: Dokument

• 2005:58 The Swedish Concept for Disposal of Spent Nuclear Fuel: Differences Between Vertical and Horizontal Waste Canister Emplacement (1,08 MB)

  01 januari 2005

  1106 kB ... little water flow is required to cause piping and erosion at constant water flow (less than 0.001 l/min). • The processes are complicated with many variables and dependencies. • The hydraulic function...

  Innehållstyp: Dokument

• 2005:17 Utveckling, övervakning och åtgärder när det gäller radioaktivt cesium i renar efter Tjernobylolyckan

  01 oktober 2005

  687 kB ... eventuell utfod- ring (eller annat av betydelse), samt antal renar, medelvärde, spridning, max- och min-värde. De resultat som avser ren från naturbete (det vill säga icke utfodrad ren) införs efterhand...

  Innehållstyp: Dokument

• 2005:09 Comment on the Long-Term Chemical and Mineralogical Stability of the Buffer (pdf 304 kB)

  01 januari 2005

  304 kB ... ( 00 and ff HG ∆∆ ) of silicate minerals at 298 K from the sum of polyhedral contributions. Am. Min., 74, 1023-1031. Couture, R. A. 1985. Steam rapidly reduces the swelling capacity of bentonite...

  Innehållstyp: Dokument

• 2005:48 Engineered Barrier System - Long-term Stability of Buffer and Backfill (1,06 MB)

  01 januari 2005

  1086 kB ... presentation). PRESSURE VS FLOW 0 2 4 6 8 10 12 14 16 18 20 0,0001 0,001 0,01 0,1 1 10 Flow [l/min] Pr es su re [k Pa ] p control, 2 mm p control, 4 mm p control, 2 mm, h 20 mm q control, 2...

  Innehållstyp: Dokument

• 2005:54 The Effects of High Salinity Groundwater on the Performance of Clay Barriers (561 kB)

  01 januari 2005

  561 kB ... 2004). Gunnarsson et al. (2004) consider that a point source of groundwater inflow as low as 1 l/min would probably result in piping and surface erosion of the tunnel backfill. Backfill concepts ‘A’...

  Innehållstyp: Dokument