地盤の剛性の英語

建物１等の構造物を構築するべき原地盤４に対して地盤改良を施して表層部に原地盤よりも剛性を高めたマット状の地盤改良体８を形成し、その地盤改良体により構造物を直接支持する。例文帳に追加

Ground improvement is performed for an original ground 4 to construct the structure of a building 1 or the like, a mat-like ground improvement body 8 enhancing rigidity more than the original ground is formed on a surface layer part, and the construction is directly supported by the ground improvement. - 特許庁

建物２等の構造物を構築するべき原地盤１の要所に地盤改良を施すことにより、その表層部に原地盤より剛性を高めた地盤改良体３を独立に多数形成して、それら地盤改良体により構造物を直接支持する。例文帳に追加

Soil improvement is made in a required place of an in situ foundation to construct a structure such as a building 2 or the like, thereby independently forming many soil improved bodies 3 increased in rigidity more than that of the in situ foundation on the surface layer part, and the structure is directly supported by the soil improved bodies. - 特許庁

杭１の鉛直載荷試験により杭１の周面抵抗を求め、前記周面抵抗から水平方向の地盤１１の剛性を算出する、杭の水平方向の地盤の剛性算出方法。例文帳に追加

In a method of computing the rigidity of the ground in the horizontal direction of the pile 1, the peripheral surface resistance of the pile 1 is obtained by a perpendicular loading test of the pile 1, and the rigidity of the ground 11 in the horizontal direction is computed from the peripheral surface resistance. - 特許庁

この実測挙動値Ａから逆解析計算により、未知パラメータである土圧Ｐ，地盤の反力係数ｋｅ，地盤の粘着力Ｃ，地盤の摩擦角φ，地盤の体積重量γ，土留め壁１０の断面剛性Ｋｗ，および切梁１６のバネ定数ｋｓを推定する（Ｓ２２）。例文帳に追加

By the reverse analytic calculations from the measured behavior values A, unknown parameters such as an earth pressure P, reaction coefficient ke of the ground, cohesion C of the ground, angle of friction ϕ of the ground, volumetric weight γ of the ground, cross section rigidity Kw of an earth retaining wall 10 and spring constant ks of a strut 16 are estimated (S22). - 特許庁

さらに、この応力の変化分に基づいて、当該応力の変化によって生じる地盤土の強度または剛性の変化分を求める。例文帳に追加

In addition, a variation of strength or rigidity of the ground soil to be caused by the variation of the stress is obtained based on the variation of the stress. - 特許庁

本願発明は、剛性が急変するような地盤、例えば、液状化の可能性のある地盤、硬質の中間地層のある地盤、或いは軟弱地層と支持地盤からなる地盤等に設けた場所打ちコンクリ−ト杭の耐力或いは変形性能を向上させることにより破損を防止することを課題とするものである。例文帳に追加

To prevent damage of a cast-in-place concrete pile by improving proof strength or deformation capacity of it, which is installed at the ground where rigidity changes suddenly, for example, the ground of liquefaction possibility, the ground interstratified with firm stratums, or the ground composed of soft stratums and supporting ground. - 特許庁

従来の水平静的載荷試験に比べて、杭の水平方向の地盤の剛性を簡単に求めること。例文帳に追加

To easily obtain the rigidity of the ground in a horizontal direction of a pile compared with a conventional horizontal static loading test. - 特許庁

改良地盤の各層ごとの剛性の影響を定量的に沈下・応力計算に組み込めうる精度の高い数値解析法を得る。例文帳に追加

To provide a highly accurate numeric value analyzing method capable of quantitatively incorporating influence of rigidity with respective layers of the improved ground into a settlement/ stress calculation. - 特許庁