後堤法の英語

後退パラペット型堤体の衝撃波力低減工法例文帳に追加

SHOCK-WAVE FORCE REDUCTION CONSTRUCTION METHOD OF SETBACK PARAPET TYPE BANK BODY - 特許庁

具体的には、人工ドレーン材４の敷設後、盛土堤体２の裏法面側に人工フィルター材５を敷設して人工ドレーン材４に接続した後、掘削部を埋め戻して人工フィルター材５も盛土堤体２内に埋設する。例文帳に追加

Concretely, after the artificial drain material 4 has been constructed, the excavated section is made to back fill to bury also the artificial filter material 5 in the banking levee body 2 after the artificial filter material 5 has been constructed in the back slope side of the banking levee body 2 to connect with the artificial drain material 4. - 特許庁

すなわち、盛土堤体２の裏法面側を掘削し、その掘削部に、浸透水を通すパイプ状ドレーン材または面状ドレーン材の少なくとも一方からなる人工ドレーン材４を敷設した後、掘削部を埋め戻して人工ドレーン材４を盛土堤体２内に埋設する。例文帳に追加

Namely, the back slope side of the banking levee body 2 is excavated, and after the artificial drain material 4 consisting of at least either one of the pipe-like drain material passing the seepage water there-through or the sheet drain material has been constructed in the excavated section, the excavated section is made to back fill to bury the artificial drain material 4 in the banking levee body 2. - 特許庁

本発明の後退パラペット型堤体の衝撃波力低減工法においては、ケーソンの上面の前部に互に横方向に離間して複数の円柱を設け、後部に後退パラペットを設ける。例文帳に追加

In the shock-wave force reduction construction method of the setback parapet type bank body, a plurality of columns are installed, separating the columns mutually in the lateral direction to the front section of the top face of a caisson, and a setback parapet is mounted on a rear section. - 特許庁

以後、興福寺維摩会など様々な法会の講師や導師をつとめ、承和(日本)年間（834年－848年）には大堰川の堤防を改築するなど行基の再来と称された。例文帳に追加

Thereafter, he served as an instructor and officiating priest at various religious services including the Yuimae at Kofukuji Temple, and during the Showa era (834 - 848), he reconstructed the Oigawa River embankment, thereby called a second Gyoki.発音を聞く  - Wikipedia日英京都関連文書対訳コーパス

型枠の施工方法は、堤体の前面側壁部と後面側壁部を構築すべき位置に、上記コンクリートブロックを整列させつつ適宜段数まで積層させ、中間の空間部分にコンクリートを打設する。例文帳に追加

To construct a bank, the concrete blocks are aligned and piled up to form a suitable number of stages at locations at which the front wall and the rear wall of the bank are erected, and concrete is placed in an intermediate space between the walls. - 特許庁

側壁部１５の底面各所にジャッキを挿入し、上甲板１１０との間の空隙寸法を最適値に調節した後、各堤部５０内に樹脂を流し込み硬化させる。例文帳に追加

After inserting a jack in every place of bottom surface of the side wall part 15 and adjusting the gap size with an upper deck 110 to an optimum value, resin is poured and hardened in each bank part 50. - 特許庁