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- W2380305948 abstract "Taking red clay foundation of the newly-built Kunming International Airport for example,this paper studies the compaction characteristics of red clay under the effect of heavy tamping.It is indicated from test result that heavy tamping effect of red clay does not increase with the increase of tamping times;at a certain degree of compaction,bottom mass becomes rubber soil making greater lateral movement.Under the same compaction power,the compactness of foundation mass under tamping point and between tamping points is of little difference.Under different compaction power,compactness of foundation mass increases with the increase of compaction power.The optimum tamping depth for heavy tamping of red clay is 1m and the effective depth is 1-3m." @default.
- W2380305948 created "2016-06-24" @default.
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- W2380305948 date "2010-01-01" @default.
- W2380305948 modified "2023-09-24" @default.
- W2380305948 title "Study on Compaction Characteristics of Red Clay Foundation under the Effect of Dynamic Compaction" @default.
- W2380305948 hasPublicationYear "2010" @default.
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