沈下予測の英語

沈下量予測方法及び沈下量予測プログラム例文帳に追加

SETTLEMENT PREDICTION METHOD AND SETTLEMENT PREDICTION PROGRAM - 特許庁

地盤・構造物沈下量予測方法およびプログラム例文帳に追加

GROUND/CONSTRUCTION SUBSIDENCE QUANTITY PREDICTIVE METHOD AND PROGRAM - 特許庁

地盤の初期間隙比から液状化後の地表面の沈下量を予測し、この予測沈下量が許容沈下量を上回る場合に、締め固め工法で許容沈下量に対応する間隙比になるように地盤を締め固める。例文帳に追加

The volume of settlement of the earth's surface after the liquefaction is estimated from an initial void ratio of the ground, and when the estimated volume of settlement is in excess of the allowable volume of settlement, the ground is compacted so as to become a void ration corresponding to the allowable volume of settlement by a compaction method. - 特許庁

摩擦杭基礎を地震時に液状化の発生が予測される地盤に適用し、地盤に液状化が発生しても沈下を抑制できるようにする。例文帳に追加

To apply a friction pile foundation to the soil where liquefaction is expected to occur in an earthquake to enable restraint of subsidence even if liquefaction occurs in the soil. - 特許庁

そして、構体１に空車荷重を負荷した後に４点水平支持状態から支持具１２_１を沈下させる場合であって支持具１２_１が構体１から離れるときまでの沈下量を、第１及び第２沈下量成分Ｙ，Ｙ_Ｐに基づいて予測する。例文帳に追加

The settlement amount until the support 12_1 is separated from the structure body 1 when the support 12_1 is settled from the four-point horizontal supporting state after loading of an empty weight on the structure body 1, is predicted on the basis of the first and second settlement amount components Y, Y_P. - 特許庁

埋立土砂の投入区域の水底面への上載荷重とその水底面位置の沈下量との関係から、原地盤の土質定数が算定でき、より精度の高い沈下の予測が可能となる埋立地の施工管理方法を提供する。例文帳に追加

To provide a work execution control method for reclaimed land, capable of calculating soil constant of the original ground from relation between surcharge to the water bottom surface in the material delivering area for reclaiming sediment and the settlement at the water bottom surface position. - 特許庁

そして、空車荷重の負荷後に４点水平支持状態から支持具１２_１を沈下させて支持具１２_１が構体１から離れるときの構体１の応力を、第１補正応力及び空車応力に基づき予測する。例文帳に追加

The stress of the structure body 1 when the support 12_1 is separated from the structure body 1 by settling the support 12_1 from the four-point horizontal supporting state after loading of the empty weight, is predicted on the basis of the first correction stress and the empty stress. - 特許庁