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- W2770299902 abstract "In view of the deficiency of the saturated silt clay foundation reinforced by the dynamic consolidation method, combination the project of soft foundation treatment test area in Tangshan, the reaserch analysed indexes, included groundwater level, pore water pressure, settlement about soil layer and so on, by use of field tests and indoor geotechnical tests, The results showed that the whole reinforcement effect with vacuum dynamic compaction method to blow fill foundation is obvious, due to the result of vacuum precipitation, generally, the excess pore water pressure can be dissipated by 90% above in 2 days around and the effective compaction coefficient can reached more than 0.9,the research work in soft foundation treatment engineering provide a new method and thought to similar engineering." @default.
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- W2770299902 date "2017-11-01" @default.
- W2770299902 modified "2023-09-27" @default.
- W2770299902 title "Experimental Study on Vacuum Dynamic Consolidation Treatment of Soft Soil Foundation" @default.
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