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- W2361654172 abstract "Based on the previous theories and experiments,the paper firstly analyzed the chemical mechanism and mechanical properties of lime piles.Then,the authors conducted a theoretical analysis of the effect of collapsible loess reinforced by the lime pile,determined the effective radius of expansion,the increase in expansion pressure and expansion volume of lime piles,and deduced the soil density of the lime piles and the soil density between lime piles in the process of expansion.Next,in the light of the expression of the density and porosity of composite foundation of the compacted lime piles,the load of the composite foundation was estimated.Finally,through project experiments,the changes of mechanical parameters of collapsible loess were measured and evaluated when expansion of lime piles is used to reinforce collapsible loess.The results show that lime compaction is cost-effective in reinforcing the foundation of collapsible loess." @default.
- W2361654172 created "2016-06-24" @default.
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- W2361654172 date "2010-01-01" @default.
- W2361654172 modified "2023-09-23" @default.
- W2361654172 title "Theoretical analysis and test of the foundation of collapsible loess reinforced by lime piles" @default.
- W2361654172 hasPublicationYear "2010" @default.
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