土圧係数の英語

地盤の静止土圧係数の計測方法及び計測装置例文帳に追加

METHOD AND DEVICE FOR MEASURING COEFFICIENT OF EARTH PRESSURE AT REST OF GROUND - 特許庁

高分子改良材の添加量が増えるにつれ、一軸圧縮強さは処理対象土よりも増大し、変形係数（グラフの接線の傾きで表される）は処理対象土の変形係数よりも小さくなり、破壊ひずみは処理対象土の変形係数よりも大きくなる。例文帳に追加

With the increase of an amount of addition, of the polymer improving material the unconfined compressive strength is increased higher than soil to be treated, the modulus of deformation (shown by inclination of a tangent in a graph) becomes smaller than the modulus of deformation of soil to be treated, and the fracture strain becomes larger than the modulus of deformation of soil to be treated. - 特許庁

杭またはサンドコンパクションパイル打設地盤の静止土圧係数の評価方法およびサンドコンパクションパイル打設地盤のサンドコンパクションパイル自体の静止土圧係数の評価方法例文帳に追加

METHOD FOR EVALUATING COEFFICIENT OF EARTH PRESSURE AT REST OF GROUND INTO WHICH PILE OR SAND COMPACTION PILE IS DRIVEN, AND METHOD FOR EVALUATING COEFFICIENT OF EARTH PRESSURE AT REST OF SAND COMPACTION PILE ITSELF IN GROUND INTO WHICH SAND COMPACTION PILE IS DRIVEN - 特許庁

一軸圧縮強さを有する土もしくは有しない土に繊維質物質と高分子系改良材を添加することにより、元の一軸圧縮強さと同等の一軸圧縮強さを維持しながら、その変形係数を元の変形係数よりも小さくし、その破壊ひずみを元の破壊ひずみよりも大きくする。例文帳に追加

The deformation coefficient of soil is made smaller than the original coefficient and the breaking strain is made larger than the original breaking strain while retaining the unconfined compressive strength equal to the original unconfined compressive strength by adding a ligneous material and polymer base conditioner into soil having an unconfined compressive strength or having no unconfined compressive strength. - 特許庁

掘削工事用シミュレーション装置に用いる背面側の水平地盤反力係数設定方法及び最小土圧設定方法例文帳に追加

COEFFICIENT OF HORIZONTAL SUBGRADE REACTION SETTING METHOD ON REAR SIDE USED FOR EXCAVATION WORK SIMULATION DEVICE AND MINIMUM EARTH PRESSURE SETTING METHOD - 特許庁

土砂及び岩塊の崩壊が発生せず、偏土圧及びトンネル本体に影響する土圧の増大をなくすとともに先受シート自体の断面係数を大きくしたトンネル先受工法と先受シート及びその打込装置を提供することを目的とする。例文帳に追加

To provide a tunnel forepiling method which prevents the collapse of sediment and a block field, which prevents an increase in eccentric earth pressure and earth pressure affecting a tunnel body and which increases a section modulus of a forepiling sheet itself, the forepiling sheet, and a driving device therefor. - 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