bearing stratumとは 意味・読み方・使い方

To form an enlarged diameter part at a low cost with high strength optionally and effectively while giving priority to a weak stratum in need of increasing specially the bearing power (bearing capacity of soil) of a prefabricated pile in a burying hole.例文帳に追加

埋設穴内既製杭の特に支持力（地耐力）を増す必要のある軟弱層へ重点的に任意かつ効果的に高強度、かつ低コストで拡径部を形成する。 - 特許庁

To provide a foundation pile structure in a bearing ground capable of obtaining the bearing capacity of a pile at a widened bottom, and at the same time, a bearing lateral load and displacement in an upper stratum and carrying out work at a low cost even in the ground having the bearing capacity of a lower layer with a soft upper layer.例文帳に追加

拡底部で杭の支持力を得るとともに、上層が軟弱で下層が支持力を有する地盤でも、上層の地盤での横方向の荷重と変位に耐え、しかも低コストで施工することができる支持地盤における基礎杭構造を提供すること。 - 特許庁

To provide a soil improvement device, by which a bearing stratum can be dug up simply without penetrating the bearing stratum and depending upon the experience and feeling of a field worker even when the soil improvement device is installed to a movable arm for a self-advancing type civil- engineering car such as a back hoe and driven into a ground.例文帳に追加

本発明は、ユンボ等の自走式土木工事車両の可動アームに土壌改良装置を装着して地盤内に打ち込む場合であっても、支持層を突き抜けることなく、しかも現場作業者の経験や感に頼ることもなく支持層を簡単に掘り当てることが出来る土壌改良装置を提供するものである。 - 特許庁

The ground information such as the many permeable coefficients and storage coefficients of a water-bearing stratum 2, estimated from soil etc., and many standard water-level data corresponding to the ground information are stored in a computer for analysis.例文帳に追加

一方、解析用のコンピューターには、土質等により推定した滞水層２における多数の透水係数、貯留係数等の地盤情報、及び該地盤情報と対応する多数の標準水位データを記憶する。 - 特許庁

To realize the rational batch processing of the following ground information (water-bearing stratum constant) by requiring only a small number of observations or observation data, and easily and rapidly computing a permeability coefficient and a storage coefficient.例文帳に追加

観測回数又は観測データが少数で済み、且つ、透水係数、貯留係数を容易迅速に求め、これら地盤情報（滞水層定数）の合理的な一括処理を実現する。 - 特許庁

The required number of longer friction piles 12a and shorter friction piles 12b are prepared, and they are driven in the ground 16 accumulated upward of a bearing stratum.例文帳に追加

これら長尺の摩擦杭１２ａおよび短尺の摩擦杭１２ｂは必要な複数本が用意され、それぞれを支持層１４の上方に堆積した地盤１６中に打設する。 - 特許庁

The curable fluid 11 preferably of a higher concentration is jetted near a bearing stratum and agitated and mixed with the excavated soil by the blades 6 to construct a foot protection bulb 15 with improved soil at the tip of the pile.例文帳に追加

支持層近傍では好ましくはより濃度の高い硬化性流体１１を噴出しながら翼６で掘削土と攪拌混合し、杭先端部に改良土による根固め球根１５を造成する。 - 特許庁

The permeable coefficient, the storage coefficient, etc., corresponding to the identified standard water-level data, are determined by inverse analysis, and used for design as the actual permeable coefficient, storage coefficient, etc. of the water-bearing stratum 2.例文帳に追加

特定した標準水位データと対応する透水係数、貯留係数等を逆解析して求め、滞水層２の実際の透水係数、貯留係数等として設計に供する。 - 特許庁