SwePub
Sök i LIBRIS databas

  Utökad sökning

WFRF:(Hatem Mohammed)
 

Sökning: WFRF:(Hatem Mohammed) > Interaction of clay...

Interaction of clay and concrete relevant to the deep disposal of high-level radioactive waste

Hatem, Mohammed (författare)
Luleå tekniska universitet,Byggkonstruktion och -produktion,Department of Civil Engineering, University of Mosul, Mosul 41002, Iraq
Pusch, Roland (författare)
Luleå tekniska universitet,Geoteknologi
Warr, Laurence (författare)
Institute of Geography and Geology, Ernst-Moritz-Arndt University, F.L. Jahn Strasse 17a, 17489 Greifswald, Germany
visa fler...
Kasbohm, Jörn (författare)
Institute of Geography and Geology, Ernst-Moritz-Arndt University, F.L. Jahn Strasse 17a, 17489 Greifswald, Germany
Knutsson, Sven (författare)
Luleå tekniska universitet,Geoteknologi
visa färre...
 (creator_code:org_t)
Elsevier BV, 2015
2015
Engelska.
Ingår i: Applied Clay Science. - : Elsevier BV. - 0169-1317 .- 1872-9053. ; 118, s. 178-187
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
Stäng  
  • A concept for the disposal of highly radioactive waste at depth in the Earth’s crust using very deep bore-holes requires that the upper 2 km’s of the 800 mm diameter, steeply drilled holes, be effectively sealed. This can be achieved by using dense smectitic clay where the rock is weakly fractured and strengthening with concrete when fracture zones are encountered. Earlier investigations have shown that chemical reactions between the clay and concrete can be expected both in the upper part where the temperature is lower than 90oC and in the deeper section where the temperature reaches up to 150oC. To study further this interaction, hydrothermal experiments were conducted using mixed-layer (illite/smectite) Holmehus clay and a low pH slag-based concrete placed in contact under isothermal conditions at 21°C, 100oC and 150oC for a period of 8 weeks. The sample sets, which consisted of two clay discs separated by concrete cast on the lower clay disc, were extracted in undisturbed form and exposed to uniaxial pressure for measuring the compressive strength at successively increasing pressures. Compression tests underenhanced thermal conditions led to strengthening of both the clay and concrete. X-ray diffraction and electron microscopy analysis of the material revealed an increasing degree of cation exchange at higher temperatures with the cement, whereby Ca replaced Na in the interlayer sites of smectite layers. Dissolution of illite/smectite was also evident occurring at enhanced temperatures, with a decrease in K, Mg and Fe content with advanced alteration. The enhanced strength of clay can be partly attributed to the precipitation of cement phases from circulating fluids, including precipitation of gypsum.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Infrastructure Engineering (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Geoteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Geotechnical Engineering (hsv//eng)

Nyckelord

low-pH slag cement
clay
chemical analysis
mineralogical analysis
stress/strain
hydrothermal treatment
Structural Engineering
Konstruktionsteknik
Geoteknik
Soil Mechanics

Publikations- och innehållstyp

ref (ämneskategori)
art (ämneskategori)

Hitta via bibliotek

Till lärosätets databas

Sök utanför SwePub

Kungliga biblioteket hanterar dina personuppgifter i enlighet med EU:s dataskyddsförordning (2018), GDPR. Läs mer om hur det funkar här.
Så här hanterar KB dina uppgifter vid användning av denna tjänst.

 
pil uppåt Stäng

Kopiera och spara länken för att återkomma till aktuell vy