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- W2366774096 abstract "In order to verify and improve the evaluation standard of bearing capacity for recently sedimentary layer in Huaibei plain,some representative sites are selected,such as silt,sandy soil and stratiform foundation.Confirmatory tests are carried out by the numbers.Direct index of bearing capacity of foundation is realized in the flat load test.Cone penetration test and dynamic plate loading test are carried out synchronously to get mechanics characteristics of foundation soil in different geological conditions.Through the contrastive analysis of the test results,it shows that the evaluation system for bearing capacity is reasonable and effective,experience formulas are accurate and reliable,and the evaluation standards appropriate for the theory basis of bearing capacity evaluation for recently sedimentary layer in Huaibei plain." @default.
- W2366774096 created "2016-06-24" @default.
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- W2366774096 date "2012-01-01" @default.
- W2366774096 modified "2023-09-25" @default.
- W2366774096 title "Confirmatory Analysis and Reliability Research on Evaluation Standard of Bearing Capacity for Recently Sedimentary Layer in Huaibei Plain" @default.
- W2366774096 hasPublicationYear "2012" @default.
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