Numerical analysis of the cavity Dayrhyy Bearing capacity of soil on the tape followed Danhyy

Holes can exist under a stable foundation and its cargo Bhnhv great affect. Local tests on large scale and even small-scale laboratory testing is costly and testing in different conditions and access to all of the information is not possible, therefore, the effect of cavity Following a Bearing capacity analysis of the appropriate number next to the experimental results resulting from a physical model could well cover the information gap and makes possible the complete identification. Since The finite element method successfully for a fairly plausible Zhyvmkanyk study used a lot of things have gone, so for numerical analysis strip located on the cargo after a hole elongated in a state of two-dimensional finite element program is used. Numerical analysis of soil models - holes in the vertical static loading conditions to check the depth of the buried cavity parameters, leaving the center hole was to follow. Dimensional numerical analysis results using Plaxis software have been performed in comparison with experimental results have good compliance. Based on the results of a critical area in terms of depth of the buried cavity and exit from the central cavity under the foundation to follow if there are holes within this area placement, stability and cargo capacity following a significant amount affected and should work in this capacity Following the cargo to be considered.