BELL SOLUTION DETERMINING ULTIMATE BEARING CAPACITY OF HOMOGENEOUS ROCK FOUNDATION UNDER SHEAR FAILURE MODEL
剪切破坏模式下均质岩基极限承载力的Bell解

Shear failure is the commonest failure,which often takes place in sound,jointed and weak rock foundation. On the basis of inferring shear parameters of rockmasse with Hoek-Brown strength criterion,the Bell solution is introduced to determine ultimate bearing capacity of homogeneous rock foundation under shear failure,and the method validity is analyzed.