Calculation of Ultimate Vertical Bearing Capacity

Calculation of Ultimate Vertical Bearing Capacity

1Internal friction angle:φ1°Max:40°
2Internal friction angle:φ2°Max:40°
3Unit weights:γ1kN/m^3-
4Unit weights:γ2kN/m^3-
5Cohesion:ckN/m^2-
6Breadth of foundation:Bm-
7Depth of embedded footing:Dfm-
8GraphPlot Input Data: , Figure:
9Number of gridlines of Graph x-axis, y-axis -
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Keyword・Reference・Remarks・History

LaTex

Keyword

Ultimate Vertical Bearing Capacity,Unit weights,Cohesion,Breadth of foundation,Depth of embedded footing,Bearing capacity factors,Internal friction angle,Prandtl's solution,Reissner's solution,Meyerhof's approximate solution

Reference

[1]:社団法人日本建築学会:『建築基礎構造設計指針 2001改訂』,pp.105-108.

Remarks

・Ultimate Vertical Bearing Capacity:qu
・Internal friction angle:φ
・Internal friction angle:Nq,Nc,Nr
・When input φ equals zero, Internal friction angle "Nc" is 5.1.
・Making Equation Image is powered by CODECOGS

History

・2011/03/04:Upload

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