With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
根据极限平衡条件，推求了地基整体剪切破坏模式的岩石地基极限承载力。
With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
根据极限平衡条件，推求了地基整体剪切破坏模式的岩石地基极限承载力。
应用推荐