earth pressure in the groundとは 意味・読み方・使い方

To provide an earth retaining wall allowing cutting work for a steel core material to be saved even in the case of the removal of the upper end part of the earth retaining wall and having the capability to sufficiently resist earth pressure near a ground surface even when another wall body is not installed on the side of the back surface of the earth retaining wall.例文帳に追加

山留め壁の上端部を撤去する場合にも、鋼製芯材の切断作業を省くことができて、しかも、山留め壁の背面側に別の壁体を設けなくても、地表面近くの土圧に充分に対抗することができる山留め壁を提供すること。 - 特許庁

To provide an efficient design taking account of soil improvement effect by an increasing horizontal earth pressure between piles by the piles driven in a target ground.例文帳に追加

対象地盤に打設された杭により杭間で増加する水平方向土圧による地盤改良効果を考慮した効率的な設計を実現する。 - 特許庁

To provide a self-supporting retaining wall bearing back earth pressure and applicable to a portion outside the ground in a compacted sandy soil.例文帳に追加

本発明は、締まった砂質土の地盤でない箇所等にも適用可能な背面土圧を支える自立式擁壁を提供する。 - 特許庁

When immersion becomes difficult since the side wall 1 sticks to the ground by the surrounding ground pressure and the large adhesion of the earth in the middle of the immersion, excavating earth (a load material) W is put in vessels by installing a plurality of vessels 3 in an upper part of the side wall 1.例文帳に追加

その沈設の途上で、側壁１が、周囲の地盤の圧力や土の大きな粘着力で地盤に付着して沈設が困難になった場合には、側壁１の上部に複数の容器３を取り付けて、その中に掘削土（荷重材料）Ｗを入れる。 - 特許庁

In the earth retaining wall member 4 erected in the ground, a steel rod material 11 is fitted to be bent downward and in a substantially U-shaped, and tension force is introduced into the steel rod material 11 to apply such force that the earth retaining wall member 4 bends and deforms toward the back side receiving the earth and water pressure.例文帳に追加

地盤中に建て込まれた土留め壁部材４において、下方に湾曲させて略Ｕ字形に鋼製線材１１が取り付けられ、鋼製線材１１は、土留め壁部材４が土水圧を受ける背面側へ向けて曲げ変形しようとする力が作用するように緊張力が導入されている。 - 特許庁

The earth retaining wall 12 formed in wall shape with the soil-cement improvement bodies 32, has a height that covers the height difference between the ground surface 17 of the natural ground side 16 and the ground surface 19 of the excavated face side 18, and resists soil pressure P received from the natural ground side 16.例文帳に追加

土留壁１２は、ソイルセメント改良体３２で壁状に形成され、地山側１６の地表面１７と掘削面側１８の地表面１９との高低差を覆う高さを有し、地山側１６から受ける土圧Ｐに抵抗する。 - 特許庁

To provide a ground improvement construction method with a high-quality high pressure injection agitating pile having a large diameter, by smoothly jetting sludge to the ground surface by solving the problem of blocking up a sludge passage in enlarging a ground improvement range in the viscous earth ground.例文帳に追加

粘性土地盤において地盤改良範囲を大きくするほど排泥通路が閉塞するという問題を解決し、排泥をスムーズに地表面に噴出し、大口径で、高品質の高圧噴射攪拌杭の地盤改良工法を提供する。 - 特許庁

In a process of the execution of the excavation method, vertical earth pressure immediately above a working face is calculated based on a relationship between an overburden depth and weight per unit volume of the ground, and the interior of the chamber 5 is controlled so as to be set at set pressure P0 that is larger than vertical earth pressure P by a predetermined value.例文帳に追加

土被り深さと地盤の単位体積重量との関係に基づいて切羽直上の鉛直土圧を算出し、この鉛直土圧Ｐよりもチャンバ５内が所定圧だけ大きい設定圧力Ｐ０となるように管理する。 - 特許庁