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

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に位置する有機質土を支持層とし、基礎下端をGL-1.35m,1.55mとする。
・地盤の許容支持力はボーリング試験結果より、建築基準法告示H13第1113号第2(1)項を用いて算出する。
・基礎の設計は、軸力は支点反力、モーメントは支点のモーメントに柱脚のせん断力による基礎底位置のモーメントを加算して
設計する。
・保有時の曲げモーメントが基礎の終局耐力を超えないことを確認する。
・液状化の検討を行い、FL値が1.0を超えており液状化の可能性が低いことを確認する。
・圧密沈下量の想定を行い、部材変形角が「建築基礎構造設計指針」の下限変形角を超えていないことを確認する。

Results (English) 1:

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.

Results (English) 2:

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".