圧密沈下量の英語

特定した第一層の層厚を用いて第一層の即時沈下量、圧密沈下量を計算し、第一層を除く特定した第ｎ層までの層について層厚を用いて層毎に即時沈下量、圧密沈下量を計算する。例文帳に追加

An instantaneous subsidence amount and a consolidation subsidence amount of the first layer are calculated by using a thickness of the specified first layer, and the instantaneous and consolidation subsidence amounts of each layer are calculated by using thickness of each of the specified layers up to the specified n-th layer except the first layer are calculated. - 特許庁

層毎の特性曲線の変動パターンに応じて各層について即時沈下量、圧密沈下量の少なくとも一方を採用して層毎の沈下量を求める。例文帳に追加

At least one of the instantaneous and consolidation subsidence amounts of the respective layers is adopted in response to a fluctuating pattern of the curve of each layer, and the subsidence amount of each layer is obtained. - 特許庁

一方、本発明で提案される地盤変形解析法において、許容応力度を外力として考え、即時沈下量と圧密沈下量を算定し、許容沈下量以下の変形を発生させるような許容応力度を改良地盤の許容応力度として採用する。例文帳に追加

In a ground deformation analysis method, the allowable stress is regarded as external force, the settlement and the consolidation settlement are immediately calculated, and the allowable stress, making deformation not higher than the allowable settlement occur, is adopted as the allowable stress of the improved ground. - 特許庁

軟弱粘性土層が存在する地盤であっても下端を支持層に達していなくとも軟弱土層の圧密沈下を緩和し、構造物の沈下量を許容沈下量の範囲内に収めることができるソイルセメント合成杭の造成法を提供すること。例文帳に追加

To provide a method for creating a composite pile of soil cement, which can ease consolidation settlement of a soft soil layer and make the settlement of a structure fall within a range of allowable settlement, even though a soft cohesive soil layer exists in ground and even though a lower end does not reach a bearing layer. - 特許庁

埋立工事における地盤沈下量の測定に際し、変位検知構造部を工夫することで、沈下や圧密に対する反力を極限まで小さくし、変位計測の精度を高め、比較的簡易で低コストの装置で地盤変位を精度良く検出できるようにする。例文帳に追加

To accurately detect ground displacement by means of a relatively simple and low-cost device by reducing reactive force to subsidence and consolidation to the utmost limit to enhance the accuracy of displacement measurement by devising a displacement detection structure part when measuring a ground subsidence amount in reclamation work. - 特許庁

軟弱地盤の土質の圧密試験により作成される構造物による上載荷重Ｐとその地盤の間隙比ｅとの関係を求め、この図より想定される増加上載圧に相当する間隙比ｅｆを求め、想定される沈下量ΔＨを求める。例文帳に追加

A relationship between a void ratio e of the ground and a placement load P applied by a structure created by a consolidation test of soil of the soft ground is determined; a void ratio ef corresponding to increased placement pressure assumed from this Fig. is determined; and assumed settlement ΔH is determined. - 特許庁