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- W2378008566 abstract "For the shallow buried circular ring or circular arch freezing wall under radically pressure, it will be thin walled if its thickness is calculated simply by strength conditions, therefore checking computation on its stability must be done .By taking into account the non linear relationship of strain stress of frozen soil and by applying tangential modulus method in the theory of stability, the problem is analyzed, and the equations, which meet the conditions of stability, are derived for the calculation of freezing wall." @default.
- W2378008566 created "2016-06-24" @default.
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- W2378008566 date "1999-01-01" @default.
- W2378008566 modified "2023-09-23" @default.
- W2378008566 title "Stability calculation of circular ring or circular arch artificial freezing wall" @default.
- W2378008566 hasPublicationYear "1999" @default.
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