Grout testing and characterization for shallow-land burial trenches at the Idaho National Engineering Laboratory [electronic resource]
An investigation was conducted to develop grout formulations suitable for in situ stabilization of low-level and transuranic (TRU) waste in shallow-land burial trenches at Idaho National Engineering Laboratory (INEL). The acceptabilities of soil, ordinary particulate, and fine particulate grouts wer...
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Online Access (via OSTI) |
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| Corporate Author: | |
| Format: | Government Document Electronic eBook |
| Language: | English |
| Published: |
Oak Ridge, Tenn. : Oak Ridge, Tenn. :
Oak Ridge National Laboratory. ; distributed by the Office of Scientific and Technical Information, U.S. Department of Energy,
1986.
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| Subjects: |
MARC
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| 245 | 0 | 0 | |a Grout testing and characterization for shallow-land burial trenches at the Idaho National Engineering Laboratory |h [electronic resource] |
| 260 | |a Oak Ridge, Tenn. : |b Oak Ridge National Laboratory. ; |a Oak Ridge, Tenn. : |b distributed by the Office of Scientific and Technical Information, U.S. Department of Energy, |c 1986. | ||
| 300 | |a Pages: 50 : |b digital, PDF file. | ||
| 336 | |a text |b txt |2 rdacontent. | ||
| 337 | |a computer |b c |2 rdamedia. | ||
| 338 | |a online resource |b cr |2 rdacarrier. | ||
| 500 | |a Published through SciTech Connect. | ||
| 500 | |a 10/01/1986. | ||
| 500 | |a "ornl/tm-9881" | ||
| 500 | |a "DE87002331" | ||
| 500 | |a Tallent, O.K.; Sams, T.L.; Tamura, T.; Godsey, T.T.; Francis, C.L.; McDaniel, E.W. | ||
| 520 | 3 | |a An investigation was conducted to develop grout formulations suitable for in situ stabilization of low-level and transuranic (TRU) waste in shallow-land burial trenches at Idaho National Engineering Laboratory (INEL). The acceptabilities of soil, ordinary particulate, and fine particulate grouts were evaluated based on phase separation, compressive strength, freeze/thaw, penetration resistance, rheological, water permeability, column, and other tests. Soil grouts with soil-to-cement weight ratios from 0.91 to 1.60 were found to be suitable for open trench or drum disposal. Ordinary particulate grouts containing type I,II Portland cement, class C fly ash, bentonite, water, and a fluidizer were formulated to fill large voids within the soil/waste matrix of a closed shallow-land burial trench. Fine particulate grouts containing fine (mean particle size, 9.6 m) cement and water were formulated to fill smaller voids and to establish a grout-soil barrier to prevent water intrusion into the grouted waste trench. Solution, or chemical grouts, were evaluated as possible substitutes for the fine particulate grouts. | |
| 536 | |b AC05-84OR21400. | ||
| 650 | 7 | |a Alpha-Bearing Wastes. |2 local. | |
| 650 | 7 | |a Stabilization. |2 local. | |
| 650 | 7 | |a Grouting. |2 local. | |
| 650 | 7 | |a Chemical Composition. |2 local. | |
| 650 | 7 | |a Low-Level Radioactive Wastes. |2 local. | |
| 650 | 7 | |a Bentonite. |2 local. | |
| 650 | 7 | |a Experimental Data. |2 local. | |
| 650 | 7 | |a Fly Ash. |2 local. | |
| 650 | 7 | |a Ground Disposal. |2 local. | |
| 650 | 7 | |a Portland Cement. |2 local. | |
| 650 | 7 | |a Aerosol Wastes. |2 local. | |
| 650 | 7 | |a Ashes. |2 local. | |
| 650 | 7 | |a Building Materials. |2 local. | |
| 650 | 7 | |a Cements. |2 local. | |
| 650 | 7 | |a Clays. |2 local. | |
| 650 | 7 | |a Data. |2 local. | |
| 650 | 7 | |a Information. |2 local. | |
| 650 | 7 | |a Management. |2 local. | |
| 650 | 7 | |a Materials. |2 local. | |
| 650 | 7 | |a Numerical Data. |2 local. | |
| 650 | 7 | |a Radioactive Materials. |2 local. | |
| 650 | 7 | |a Radioactive Wastes. |2 local. | |
| 650 | 7 | |a Residues. |2 local. | |
| 650 | 7 | |a Waste Disposal. |2 local. | |
| 650 | 7 | |a Waste Management. |2 local. | |
| 650 | 7 | |a Wastes. |2 local. | |
| 650 | 7 | |a Management Of Radioactive And Non-Radioactive Wastes From Nuclear Facilities. |2 edbsc. | |
| 710 | 2 | |a Oak Ridge National Laboratory. |4 res. | |
| 710 | 1 | |a United States. |b Department of Energy. |b Office of Scientific and Technical Information. |4 dst. | |
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