格子状地盤改良の英語

壁状改良体１４は、地盤改良体１２の外周面をラップさせて壁状に構築され、格子状に配置されている。例文帳に追加

The wall-like improvement body 14 is constructed in a wall shape by lapping the outer peripheral surface of the soil improvement body 12 and arranged in a grid shape. - 特許庁

地盤改良体を多数の地盤改良杭１０を平面視縦横に配列して格子状に築造し、格子の交点に位置する地盤改良杭の上部に芯材１１を固着し、芯材の上部どうしを引張材１４により連結する。例文帳に追加

The soil improvement body is constructed like a grid by arranging a number of soil improvement piles 10 vertically and horizontally in a plan view, the core material 11 is fixed to the upper part of the soil improvement pile located in the intersection of the grids, and the upper parts of the core materials are connected to each other by a tension member 14. - 特許庁

深層混合処理工法による格子状改良地盤における液状化防止のための格子間隔簡易算定法例文帳に追加

GRID INTERVAL SIMPLIFIED CALCULATING METHOD FOR LIQUEFACTION PREVENTION ON GRID-LIKE IMPROVED GROUND BY DEEP LAYER MIXING PROCESS METHOD - 特許庁

地盤改良体を独立ブロック状ないし独立マット状、あるいは一連の壁状ないし格子状に形成し、それら一連の地盤改良体により構造物の各柱４を直接支持する。例文帳に追加

The soil improved bodies are formed like independent blocks, independent mats, or like a continuous wall or grid, and the respective posts 4 of the structure are directly supported by the continuous soil improved body. - 特許庁

液状化する地盤に構築された構造物の流動化を、液状化地盤に平面視が格子状の地盤改良壁構造を形成して抑止する流動化対策工法を提供する。例文帳に追加

To provide a fluidization countermeasure construction method for restraining fluidization of a structure constructed on the liquefaction ground by forming a soil improvement wall structure having a grid-shape in a plan view on the liquefaction ground. - 特許庁

このようなボーリング孔６の周囲に形成される地盤改良部分７を平面的に見て井桁状または格子状に設ける。例文帳に追加

Such ground improvement parts formed around the bore hole 6 are provided in parallel crosses or grating in a view of plane. - 特許庁

平面視が閉じた格子壁形状の地盤改良壁により地盤の液状化を防止し、地震時に発生する上部構造物の慣性力（水平力）は地盤改良壁に負担させて杭の負担を低減し、上部構造物の鉛直荷重は専ら杭に負担させる杭基礎構造を提供する。例文帳に追加

To provide a pile foundation structure preventing ground liquefaction by soil improved walls of closed lattice wall shape from the top view, loading the soil improved walls with inertia force (horizontal force) of an upper structure generated in case of an earthquake to reduce a load on piles, and loading the piles entirely with vertical load of the upper structure. - 特許庁

格子壁状固化改良体２２ａの地盤反力の合力Ｑ_Xの算定は、支持地盤２１の反力分布のうち塑性域での反力分布を用いて得られる底面における最大鉛直地盤反力度ｐに基づいて行われる。例文帳に追加

Calculations of the resultant QX of ground reaction of a grid wall shaped solidified improved body 22a is performed basing upon the maximum vertical ground reaction degree p at the bottom surface obtained by using a reaction distribution in a plasticity area among the reaction distribution of the bearing ground 21. - 特許庁