Elastic analysis method for deformation of soil around refuse dump
An analytical method, a technology of soil deformation, applied in special data processing applications, instruments, measuring devices, etc.
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[0063]The dump site in the NPBK2 section and NPBK3 section of an open-pit mine is loaded by its own gravity, which will affect the nearby railway lines. Here, the dump site is compared to a trapezoidal load, such as Figure 5 shown. Using the principle of integral superposition of uniformly distributed load, the stress on the foundation of the dump site is calculated.
[0064] The force F of the dump site on the semi-infinite plane is obtained by the integral superposition method as
[0065] dF=qdr
[0066]
[0067] In the formula: q—the strength of the load;
[0068] γ—Dump bulk density, KN / m 3 ;
[0069] h—disposal height of the side slope of the dump site, m;
[0070] alpha 0 —Initial slope angle of dump site, °;
[0071] α—the slope angle of the dump site after the waste is discharged, °;
[0072] 1000—the extension length of the slope top, m;
[0073] Substituting formula (5) into formula (4), the relative subsidence on both sides of the rail can be obtained ...
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