Results 221 to 230 of about 115,917 (266)
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Aids in the Interpretation of the Consolidation Test
1952A method has been previously described for the preparation of remolded specimens which have a high degree of uniformity, are almost completely saturated, and appear to have some of the characteristics formerly associated only with undisturbed samples of naturally deposited clays.
Hudson Matlock, Raymond F. Dawson
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Procedure for Rapid Consolidation Test
Journal of the Soil Mechanics and Foundations Division, 1958A rapid method for the consolidation test is suggested. A test of 10 load increments can be completed in a few hours instead of 10 days required by the conventional method. Precision of results is comparable to that from a conventional test and can be checked quantitatively.
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TESTING ADHESIVES FOR THE CONSOLIDATION OF PAINTINGS
Studies in Conservation, 1972AbstractIn the course of a program to develop adhesives for the consolidation of paintings it was found necessary to: (1) define the aims of the research, (2) design tests which would provide information on the mechanical performance (effectiveness) of the adhesives, (3) design tests which would help eliminate adhesives with qualities hazardous to ...
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A Rapid Technique of Consolidation Testing
1952Because of the heterogeneous nature of soils, engineering analyses of consolidation phenomena are always approximations—sometimes close, sometimes very rough. Consolidation tests performed in accordance with accepted laboratory techniques usually require a week or more to complete, a fact that appears inconsistent with the accuracy of the data obtained.
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Adaptive stimulus selection for consolidation in the hippocampus
Nature, 2021Satoshi Terada +2 more
exaly
Discussion of “Interpretation of the Consolidation Test”
Journal of the Soil Mechanics and Foundations Division, 1965Nyal E. Wilson, M. B. Lo
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Evaluation of consolidation parameters in standard consolidation test
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1992openaire +1 more source

