基礎は直接基礎とし、基礎下に地盤改良を行う。・基礎はGL-2.35mに

Foundation the Foundation directly, do the soil beneath the Foundation.And foundation supporters and organic soils located in the GL-2.35m, GL-1.35m, 1.55 m to the base at the bottom.-To calculate the allowable bearing capacity of soil boring test results using the building standards Act Notice No. 1113 H13 Chapter 2 (1) section.-Basic design is axial support reaction force and moment moments of Fulcrum moment of shear strength of column bases base bottom position by adding toTo design.-Verify the holdings at the moment does not exceed the ultimate load bearing capacity of the Foundation.-Evaluation of liquefaction potential, FL value is greater than 1.0 and to verify the the liquefaction is unlikely.-To verify the amount of dense settlement of the rotation angle does not exceed the minimum deformation architectural basic structural design guidelines.

Foundation is a direct basis, carry out the ground improvement under the foundation.
And basic is the organic soil is located in the GL-2.35m and support layer, the basic lower end GL-1.35m, and 1.55m.
- Allowable bearing capacity of the ground than the boring test results, calculated by using the second paragraph (1) Building Standards Law Notification H13 No. 1113.
• The basis for the design, axial force is the fulcrum reaction force, moment by adding the moment of foundation bottom position by the shear force of the pedestal to the moment of the fulcrum
design.
And ownership at the time of the bending moment is to make sure that it does not exceed the ultimate strength of the foundation.
And study of liquefaction was carried out, FL value is to ensure that there is a low possibility of liquefaction are over 1.0.
- Do the assumption of consolidation settlement amount, member deformation angle is to make sure that does not exceed the lower limit deformation angle of "building foundation structure design guidelines".