Analysis of core samples from jet grouted soil [electronic resource]
Superplasticized cementitious grouts were tested for constructing subsurface containment barriers using jet grouting in July, 1994. The grouts were developed in the Department of Applied Science at Brookhaven National Laboratory. The test site was located close to the Chemical Waste Landfill at Sand...
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Online Access |
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Format: | Government Document Electronic eBook |
Language: | English |
Published: |
Washington, D.C. : Oak Ridge, Tenn. :
United States. Dept. of Energy ; distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy,
1995.
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Subjects: |
MARC
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245 | 0 | 0 | |a Analysis of core samples from jet grouted soil |h [electronic resource] |
260 | |a Washington, D.C. : |b United States. Dept. of Energy ; |a Oak Ridge, Tenn. : |b distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy, |c 1995. | ||
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500 | |a 10/01/1995. | ||
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500 | |a "DE96003671" | ||
500 | |a Allan, M.L.; Kukacka, L.E. | ||
520 | 3 | |a Superplasticized cementitious grouts were tested for constructing subsurface containment barriers using jet grouting in July, 1994. The grouts were developed in the Department of Applied Science at Brookhaven National Laboratory. The test site was located close to the Chemical Waste Landfill at Sandia National Laboratories, Albuquerque, NM. Sandia was responsible for the placement contract. The jet grouted soil was exposed to the service environment for one year and core samples were extracted to evaluate selected properties. The cores were tested for strength, density, permeability (hydraulic conductivity) and cementitious content. The tests provided an opportunity to determine the performance of the grouts and grout-treated soil. Several recommendations arise from the results of the core tests. These are: (1) grout of the same mix proportions as the final grout should be used as a drilling fluid in order to preserve the original mix design and utilize the benefits of superplasticizers; (2) a high shear mixer should be used for preparation of the grout; (3) the permeability under unsaturated conditions requires consideration when subsurface barriers are used in the vadose zone; and (4) suitable methods for characterizing the permeability of barriers in-situ should be applied. | |
536 | |b AC02-76CH00016. | ||
650 | 7 | |a Sealing Materials. |2 local. | |
650 | 7 | |a Performance Testing. |2 local. | |
650 | 7 | |a Fluid Injection. |2 local. | |
650 | 7 | |a Sandia National Laboratories. |2 local. | |
650 | 7 | |a Sanitary Landfills. |2 local. | |
650 | 7 | |a Nonradioactive Waste Disposal. |2 local. | |
650 | 7 | |a Grouting. |2 local. | |
650 | 7 | |a Remedial Action. |2 local. | |
650 | 7 | |a Containment Systems. |2 local. | |
650 | 7 | |a Installation. |2 local. | |
650 | 7 | |a Chemical Wastes. |2 local. | |
650 | 7 | |a Drill Cores. |2 local. | |
650 | 7 | |a Soil Mechanics. |2 local. | |
650 | 7 | |a Mechanical Properties. |2 local. | |
650 | 7 | |a Physical Properties. |2 local. | |
650 | 7 | |a Cements. |2 local. | |
650 | 7 | |a Drilling Fluids. |2 local. | |
650 | 7 | |a Boreholes. |2 local. | |
650 | 7 | |a Plasticizers. |2 local. | |
650 | 7 | |a Production. |2 local. | |
650 | 7 | |a Nuclear Fuels. |2 edbsc. | |
710 | 2 | |a Brookhaven National Laboratory. |4 res. | |
710 | 1 | |a United States. |b Department of Energy. |4 spn. | |
710 | 2 | |a United States. |b Department of Energy. |b Office of Scientific and Technical Information. |4 dst. | |
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