比透水係数の英語

貯留浸透槽１の浸透面総面積ｘを、周囲の地層の持つ飽和透水係数Ｋ_Ｓ と浸透速度Ｑとの比、すなわちｘ ＝ Ｋ_Ｓ ／Ｑから決定する。例文帳に追加

A permeable surface gross area x of the storage permeable tank 1 is decided from x = Ks / Q as a formula of the ratio of saturated water permeable coefficient K_s having surrounding stratum to permeable velocity Q. - 特許庁

透水係数が比較的小さい地盤であっても、地盤に良好に注入材を注入し、所望の大きさの固結改良体を地盤中に造成することのできる地盤改良における注入材注入方法を提供する。例文帳に追加

To provide a method of injecting a grout in a soil improvement which can build a solidified improved body of a desired size in a ground by well injecting the grout into the ground even if the coefficient of permeability of the ground is considerably small. - 特許庁

また、前記固化材は混合液であって、土壌の透水係数に応じて配合比を変えることにより固化材のゲル時間を調節して前記地盤内に注入することを特徴とする。例文帳に追加

A mixed liquid whose gelation time is adjusted by varying the compounding ratio according to the water-permeable coefficient of the soil is used as the solidifying material. - 特許庁

土質系変形追随性遮水材Ｄは、混合直後の全体積を１としたときに砂Ｓが０．０５〜０．３の体積比で含まれており、混合直後の透水係数が３×１０^−７ｃｍ／ｓ以下である。例文帳に追加

The soil based deformation followable impervious material D includes sand S in a volume ratio of 0.05 to 0.3 when total volume immediately after mixing is assumed to be 1 and a coefficient of permeability immediately after mixing is 3×10^-7 cm/s or less. - 特許庁

人工干潟予定地付近の沿岸から沖までの範囲の海底浚渫により得られた砂質土と、浚渫により得られたシルト・粘性土とを、透水係数が１×１０^^-4ｃｍ／秒以上とし、シルト・粘性土が４〜３０重量％の割合で多くなる比率で混合する。例文帳に追加

The sandy soil obtained by the dredging of the sea bottom in the range from the shore near the artificial dry beach planned land to the offing and the silt and viscous soil obtained by the dredging are mixed so that the permeability coefficient becomes 1×10-4 cm/s or above and the silt and viscous soil is used at the ratio of 4-30 wt.%. - 特許庁