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- W2384195657 abstract "Based on the element principle of transient rayleigh wave method,the relation between shear wave speed increment and degree of consolidation in soft soil consolidation was derived,transient rayleigh wave method was applied in the concrete basement engineering,and compared and analyzed with in-situ pore water pressure,it can shown that this method is credible to analyze basement consolidation effect,has a certain practice engineering vaule." @default.
- W2384195657 created "2016-06-24" @default.
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- W2384195657 date "2008-01-01" @default.
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- W2384195657 title "The detection of soft foundation degree of consolidation based on transient rayleigh wave method" @default.
- W2384195657 hasPublicationYear "2008" @default.
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