To suppress liquefaction by suppressing a rise in excess pore water pressure or increasing a ground density, in terms of a cast-in-place pile.例文帳に追加

場所打ち杭において、過剰間隙水圧の上昇を抑えたり地盤密度を高めたりして液状化を抑制する。 - 特許庁

In this way, when the permeable layer 24 is formed along the circumferential surface of the pile 26, an increase in the excess pore water pressure can be suppressed for the suppression of the liquefaction because excess pore water generated by a seismic ground motion can escape into the permeable layer 24 of the circumferential surface of the pile.例文帳に追加

こうして、場所打ち杭２６の周面に沿って透水層２４を形成すると、地震動により生じる過剰間隙水を杭周面の透水層２４に逃がせるので、過剰間隙水圧の上昇を抑えて液状化を抑制できる。 - 特許庁

When a seismic response analysis is performed by an operation part 16, using excess pore water pressure ratio and shearing rigidity of at least analyzed ground, at least one of the excess pore water pressure ratio and the shearing rigidity is derived in different rules before and after transfer to a cyclic mobility, when the ground is liquefied.例文帳に追加

演算部１６により、少なくとも解析対象とする地盤の過剰間隙水圧比及びせん断剛性を用いて地震応答解析を行うに際し、前記過剰間隙水圧比及び前記せん断剛性の少なくとも一方を、前記地盤が液状化に至る際のサイクリック・モビリティに移行する前後で異なる規則で導出する。 - 特許庁

To provide a countermeasure construction method against liquefaction of ground capable of preventing liquefaction by maintaining an excess pore water pressure lower than a prescribed value (a threshold) without improving an entire region where liquefaction prevention is required.例文帳に追加

液状化を防止するべき領域全体を改良せずに、過剰間隙水圧比を所定値（しきい値）以下にせしめて液状化を防止することが出来る地盤の液状化対策工法の提供。 - 特許庁

The root of a plant such as lawn L is extended into the pore of the porous concrete block to fix the plant, the water collected in the pan of the block is supplied to the root and the excess water is passed through the side face of the porous concrete block to keep a proper water quantity.例文帳に追加

芝L等の植物の根は、ポーラスコンクリートブロックの空隙内へ延びて定着し、ブロック受け皿に溜まった水が根に供給され、余剰の水はポーラスコンクリートブロックの側面から外部へ流出して適度な水量に制御される。 - 特許庁

To provide the execution method of a diaphragm wall, in which excess pore water pressure remaining on an internal retaining ground surrounded by the diaphragm wall to be constructed is diffused at an early stage and the collapse of the internal retaining ground is not generated.例文帳に追加

本発明の課題は、構築する地中連続壁に囲まれる内部存置地山に残留する過剰間隙水圧を早期に拡散させて、当該内部存置地山の崩壊を発生させない地中連続壁基礎の施工方法を提供することである。 - 特許庁

Further, the amount of the percussive penetration and the behavior of the excess pore water pressure are A/D-converted and digitally recorded, to thereby carry out evaluation of the dynamic strength (penetration resistance) and the liquefaction strength (liquefaction potential) of the ground at a depth concerned, and soil character discrimination, based on a response value.例文帳に追加

打撃貫入量と過剰間隙水圧の挙動をＡ／Ｄ変換してデジタル記録し、応答値から、当該深度での地盤の動的強度（貫入抵抗）や液状化強度（液状化ポテンシャル）の評価、土質判別を行う。 - 特許庁

The drain material 1 is installed on the ground with the high possibility of the liquefaction; the excess pore water pressure, which is generated by the earthquake, is rapidly dissipated; and the liquefaction of the ground is prevented.例文帳に追加

線状合成樹脂を重ねた円筒状の表面開孔率の大きな排水材２の周囲に砂の数倍の透水性を有するフィルター３を巻き、基本長さの排水材を専用のジョイントを用いて継足して所定深度の地盤内まで設置できるようにしたドレーン材１を、液状化の可能性の高い地盤に設置し、地震により発生する過剰間隙水圧を速やかに消散させ、地盤の液状化を防止する。 - 特許庁

The drain member 1 constitutes a vertical drain part 2 and a horizontal drain part 3 continuous in section, and excess pore water in the ground infiltrating from the side face of the vertical drain part 2 longitudinally infiltrates inside the drain member 1 from the vertical drain part 2 to the horizontal drain part 3 and is drained as it is to the drain canal 4.例文帳に追加

ドレーン材１は断面的にも連続する鉛直ドレーン部２と水平ドレーン部３を構成し、鉛直ドレーン部２の側面から浸透する地盤中の過剰間隙水は、鉛直ドレーン部２から水平ドレーン部２にかけて、ドレーン材１の内部を長手方向に浸透し、そのまま排水路４に排出される。 - 特許庁