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DOUBLE-SHEAR UNIFIED SOLUTION OF TERZAGHI ULTIMATE
BEARING CAPACITY OF FOUNDATION |
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Abstract The double-shear unified strength theory is used to derive the formula of the Terzaghi¢s ultimate bearing capacity of foundation. The influence curves of the coefficient b are drawn. The solutions given can be flexibly used to calculate the ultimate capacity of all kinds of different special properties materials foundations. The solutions based on Mohr-Coulomb and double-shear strength theory are all the special cases of its solutions. The unified solutions are greater than that of the Mohr-Coulomb and double-shear strength theory，so the potential strength of materials can be fully applied to the relevant engineering foundation so as to obtain outstanding economical benefit.
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Received: 10 May 2004
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DONG Xuechao1, 2, LU Zheng1, 2, ZHENG Qinggang3, JIANG Fan4, LI Jiahang1, 2, GUO Mingwei1, 2*. Numerical simulation method and application for the entire dynamic sinking process of a deep-water super-large caisson foundation[J]. , 2026, 45(6): 1899-1912. |
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