Calculation of Initial modulus of rigidity by 『Guidelines for Design of Wind Turbine Support Structures and Foundation December 2010』

Calculation of Initial modulus of rigidity by 『Guidelines for Design of Wind Turbine Support Structures and Foundation December 2010』

1N-value:NInput integer less or equal 50.
2Depth:H(m)-
3Coefficient:EGeological time division
4Coefficient:FGeological soil division
5Unit weight of soil:γt(N/m^3)1(tf)=9806.65(N)
6Gravitational acceleration:g(m/s^2)-
7Graph-
8Plot Input Data -
9Number of gridlines of Graph x-axis, y-axis -
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Keyword・Reference・Remarks・History

LaTex

Keyword

Initial modulus of rigidity,Unit weight of soil,Gravitational acceleration,Shear wave velocity of Surface Soil,N-value,Depth,Alluvium,Diluvium,Clay,Fine sand,Medium sand,Coarse sand,Sand gravel,Gravel,geological time division,geological soil division

Reference

[1]:Edited by Takeshi ISHIHARA:『Guidelines for Design of Wind Turbine Support Structures and Foundation December 2010』、Task Committee on Dynamic Analysis and Structural Design of Wind Turbine,Committee of Structural Engineering,Japan Society of Civil Engineers、pp.163-171

Remarks

・Initial modulus of rigidity:G0(N/m^3)
・Unit weight of soil:γt(N/m^3)
・Gravitational acceleration:g(m/s^2)
・Shear wave velocity of Surface Soil :Vs(m/s)
・N-value:N
・Depth:H(m)
・Making Equation Image is powered by CODECOGS

History

・2011/06/02:Upload

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