PROBABILISTIC MODELING OF UNCERTAINTIES IN SAMPLING AND TESTING FOR UNDRAINED STRENGTH.

被引:0
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作者
Kuroda, Katsuhiko
Chowdhury, Robin
Watanabe, Kunihiro
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483 Soil Mechanics and Foundations - 921 Mathematics - 922 Statistical Methods;
D O I
10.3208/sandf1972.21.2_47
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摘要
The uncertainties are modeled in probabilistic manner and a new probabilistic model of measured undrained strength is proposed for normally consolidated and or lightly overconsolidated clay. The proposed model is attested by actual data, and it is concluded that the proposed model can well predict the statistical parameters of in-situ undrained strength on the basis of those of the measured undrained strength.
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页码:47 / 62
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