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- W2364872754 abstract "Risk analysis model based on probability theory is not ideal in engineering application by reason that it needs so sufficient raw data to describe the probability characteristic of uncertain parameter.On the basis of the feature that the calculated parameter of Predicting Subsidence in Dewatered Cohesive Soil is adapt to interval analysis theory,the risk assessment model and two risk assessment indexes of satisfying different needs were established by using interval theory.By researching the engineering example,the objectivity and operability of the established model and indexes were illustrated,and an effective method was provided for assessing risk about the calculated results in rock and soil engineering." @default.
- W2364872754 created "2016-06-24" @default.
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- W2364872754 date "2006-01-01" @default.
- W2364872754 modified "2023-09-22" @default.
- W2364872754 title "Risk Assessment of Predicting Subsidence in Dewatered Cohesive Soil Based on Interval Theory" @default.
- W2364872754 hasPublicationYear "2006" @default.
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