Analytical solution of the coefficient of the average additional stress about foundation settlement
The analytical solution of the coefficient of the average additional stress under the rectangular uniform load,the triangle dis-tributed load and the circular uniform load is de-duced respectively using the Boussinesq solution of the additional stress by the theory of elastic semi-infinite body. Compared with the data of the code for design of building foundation (GB50007-2011),it is proved that the accuracy is higher and the programming calculation is more conve-nient than the look-up table.
foundation settlementcode for design of building foundationcoeffi-cient of the average additional stressanalytical solution
万方数据
