Improvements in Grouting of Large Ground Anchors
Publication: Journal of Geotechnical Engineering
Volume 114, Issue 4
Abstract
Better grouts have become necessary with increases in the size and complexity of ground anchors. This is because large anchors, such as those now used for stressing dams to their foundations, have closely packed hardware that makes it difficult to slide the grout tubes out as the grouting proceeds, as was previous practice. Because the tubes are stationary, the grout emerging from them has to travel considerable distances, and as the grouting progresses, fresh grout is compelled to either push through earlier‐placed grout, or to push that earlier grout bodily upward before it. The mechanisms of these alternatives were investigated in large scale tests. To ensure void‐free grouting, grouts have been developed with an unusually low water content. The testing for these quite unexpectedly found that large voids can result from some commonly used expansive additives, which evidently should be regarded with caution for this type of anchor.
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References
1.
Ainsworth, D. L. (1979). “Grouting instrumentation, Old River low sill control structure.” Miscellaneous Paper SL‐79‐23, Structures Laboratory, U.S. Army Waterways Experimental Station, Vicksburg, Miss.
2.
Cooper, B. W., and Rodd, R. J. (1987). “Post‐tensioned strengthening of Hume Dam.” Use of cement and concrete in dams (Paper 2), Australian National Committee on Large Dams and Concrete Institute of Australia, May.
3.
Harstead, G. A., and Kummerle, E. R. (1969). “Grouted tendons for nuclear containment.” J. Power Div., ASCE, 95(2), 277–292.
4.
Harstead, G. A., Kummerle, E. R., Archer, J. C., and Porat, M. M. (1971). “Testing of large curved prestressing tendons.” J. Power Div., ASCE, 97(2), 475–492.
5.
Houlsby, A. C. (1985). “Cement grouting: water minimizing practices.” Issues in dam grouting, ASCE, New York, N.Y., 34–75.
6.
Nicholson, P. J. (1979). “Rock anchor systems for securing failing wall.” J. Transp. Engrg., ASCE, 105(2), 199–209.
7.
Schupack, M. (1978). “Grouting of post‐tensioning tendons.” Civ. Engrg., ASCE, 48(3), 72–73.
8.
Wern, A. H., Schupack, M., and Larson, W. (1971). “Prestressing system for H. B. Robinson Nuclear Plant.” J. Power Div., ASCE, 97(2), 539–566.
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Copyright © 1988 ASCE.
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Published online: Apr 1, 1988
Published in print: Apr 1988
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