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Ó¢ÎÄÕªÒª: Along with the development of the west regions and the application of powerful country strategic with strong civil aviation, the compaction quality became the key factor of holding foundation intensity and stability in high filled engineering with soil and rock mixture in construction of infrastructural facilities. How to test the foundation compaction quality effectively had become a international technical problem in soil-rock filled engineering. The theoretical analysis and experimental research on macro shear wave velocity of soil-rock mixture were done. New method of evaluating compaction quality of mixture with compaction degree of gap soil in mixture was proposed for the first time in compaction test of soil-rock foundation. The research works were as follows. The model of correlation between macro shear wave velocity of soil-rock mixture and shear wave velocity of gap soil with different water content and different rock content was built systematically. The theoretical evidence for the establishment of evaluation system of apparent gap soil compaction degree was provided. The new theory of test and analysis of the apparent compaction degree was proposed. The computing model of correlation between macro shear wave velocity of mixture and apparent dry density of gap soil was built. Based on which, the evaluation system and the evaluation criterion of apparent compaction degree of mixture was established. The model of correlation between shear wave velocity of gap soil and dry density of soil was built. The rule and mechanism of water content effects on shear wave velocity was revealed. The distribution of poisson's ratio in basic compacted soil-rock mixture was confirmed. The correlation analyzed model of poisson's ratio in mixture was built. The scientific proof for studying apparent compaction degree of soil-rock mixture with site surface wave test was provided. The technical problems in compacted quality control of soil-rock engineering can be solved effectively by the new testing technology of apparent compaction degree of soil-rock foundation. The technical support for safety and durability of airfield runway in mountain aera was provided.
Ó¢ÎÄÖ÷Ìâ´Ê£º Soil-Rock Foundation; Test of Compaction Degree;Shear Wave Velocity; Gap Soil; Apparent Compaction Degree
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