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- W2364688983 abstract "The information in the analysis of stability against upheaval of deep excavation is usually random,fuzzy,gray,and uncertain.In view of the uncertainty of the calculation parameters,the blind number theory is used to investigate a novel method to calculate the safety factors against the upheaval of deep excavation.The case studies show that compared with the traditional methods,the proposed method can judge the site condition better without absolutized description and the result is more detailed and reliable." @default.
- W2364688983 created "2016-06-24" @default.
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- W2364688983 date "2010-01-01" @default.
- W2364688983 modified "2023-09-24" @default.
- W2364688983 title "Analysis of stability against upheaval deep excavation based on blind number theory" @default.
- W2364688983 hasPublicationYear "2010" @default.
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