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STRENGTH ESTIMATION METHOD OF CEMENT IMPROVED SOIL
To provide a strength estimation method of a cement improved soil which can confirm compression strength of a cement improved soil in simple steps with less sample.SOLUTION: A strength estimation method of a cement improved soil estimates a compression strength of a cement improved soil by an X-ray diffraction method. The method comprises: a step S06 of measuring diffraction peak strength and a diffraction angle (2θ) thereof by performing X-ray diffraction to a sample collected from the cement improved soil to be estimated; and a step S07 of obtaining the compression strength of the cement improved soil from the measured diffraction peak strength on the basis of a relationship, obtained in advance, between the compression strength of the cement improved soil and the diffraction peak strength at the diffraction angle (2θ). The obtained compression strength is estimated to be the compression strength of the cement improved soil to be estimated.SELECTED DRAWING: Figure 1
【課題】セメント改良土の圧縮強度の確認を簡単な工程でより少ない試料で行うことができるセメント改良土の強度推定方法を提供する。【解決手段】このセメント改良土の強度推定方法は、セメント改良土の圧縮強度をX線回折法により推定する方法で、推定対象のセメント改良土から採取した試料についてX線回折を行うことで、回折ピーク強度およびその回折角(2θ)を測定するステップS06と、予め得たセメント改良土の圧縮強度と前記回折角(2θ)における回折ピーク強度との相関関係に基づいて前記測定された回折ピーク強度からセメント改良土の圧縮強度を求めるステップS07と、を有し、前記求めた圧縮強度を前記推定対象のセメント改良土の圧縮強度と推定する。【選択図】図1
STRENGTH ESTIMATION METHOD OF CEMENT IMPROVED SOIL
To provide a strength estimation method of a cement improved soil which can confirm compression strength of a cement improved soil in simple steps with less sample.SOLUTION: A strength estimation method of a cement improved soil estimates a compression strength of a cement improved soil by an X-ray diffraction method. The method comprises: a step S06 of measuring diffraction peak strength and a diffraction angle (2θ) thereof by performing X-ray diffraction to a sample collected from the cement improved soil to be estimated; and a step S07 of obtaining the compression strength of the cement improved soil from the measured diffraction peak strength on the basis of a relationship, obtained in advance, between the compression strength of the cement improved soil and the diffraction peak strength at the diffraction angle (2θ). The obtained compression strength is estimated to be the compression strength of the cement improved soil to be estimated.SELECTED DRAWING: Figure 1
【課題】セメント改良土の圧縮強度の確認を簡単な工程でより少ない試料で行うことができるセメント改良土の強度推定方法を提供する。【解決手段】このセメント改良土の強度推定方法は、セメント改良土の圧縮強度をX線回折法により推定する方法で、推定対象のセメント改良土から採取した試料についてX線回折を行うことで、回折ピーク強度およびその回折角(2θ)を測定するステップS06と、予め得たセメント改良土の圧縮強度と前記回折角(2θ)における回折ピーク強度との相関関係に基づいて前記測定された回折ピーク強度からセメント改良土の圧縮強度を求めるステップS07と、を有し、前記求めた圧縮強度を前記推定対象のセメント改良土の圧縮強度と推定する。【選択図】図1
STRENGTH ESTIMATION METHOD OF CEMENT IMPROVED SOIL
セメント改良土の強度推定方法
SHIMAOKA AKIKO (author)
2019-03-07
Patent
Electronic Resource
Japanese
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