Calculation of Earth pressure increase on underground exterior wall in the case that a concentrated load exists.

Calculation of Earth pressure increase on underground exterior wall in the case that a concentrated load exists.

1rm-
2zm-
3xm-
4Concentrated load:QkN-
5Poisson's ratio of soil:ν0≦ν≦0.5
6GraphPlot Input Data: , Figure:
7Number of gridlines of Graph x-axis, y-axis -
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Keyword・Reference・Remarks・History

LaTex

Keyword

Earth pressure increase,Underground exterior wall,Concentrated load,Poisson's ratio of soil

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.28-32.

Remarks

・Earth pressure increase on underground exterior wall:ΔP0c
・Poisson's ratio of soil:ν
・Above Figure is copied from Reference[1]
・Premise1:The underground exterior wall doesn't move.
・Premise2:The transfer of shear stress between wall and soil will be same as the one between soil and soil.
・Making Equation Image is powered by CODECOGS

History

・2011/01/09:Addition about Remarks
・2011/01/08:Upload

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