The phrase "a new normalisation" is correct and usable in written English.
It can be used to describe a situation or state that has become standard or accepted after a change, often in social or economic contexts.
Example: "After the pandemic, remote work became a new normalisation for many companies."
Alternatives: "a new standard" or "a new status quo."
In an attempt to define a unique NCL for all soils, a new normalisation scheme is proposed in this paper.
This paper proposes a new normalisation scheme so that compression behaviour of different soils can be consistently described.
In this study, we proposed a new normalisation formula that combines the average sentiment of a sentence and the number of words to calculate the average.
Based on the experimental results, a new normalisation scheme is proposed to uniquely represent the multitude of compression curves for a sand prepared to different initial densities.
In this paper, a new normalisation scheme is proposed to uniquely represent the compression curves for different soils subjected to different compression loading conditions (1-D or isotropic compression tests).
It is also believed to be worth examining the applicability of the new normalisation scheme to develop a unified state boundary surface for different soils.
On the basis of experimental evidence, this paper presents a new simple normalisation scheme to unify the compression response of sands.
The validity of the new normalisation scheme is verified against a wide range of experimental data from isotropic and 1-D compression tests on both sands and clays.
The new normalisation scheme presented above provides a unified framework to describe the compression behaviour of different soils and can be readily implemented for modelling purposes.
It is shown that using the new normalisation scheme the compression response of a sand of different initial void ratios can be uniquely represented.
In addition, it should be noted that e/e o is a measure of the volumetric strain, which makes the new normalisation scheme more versatile for practical applications and also to develop thermodynamically consistent constitutive models (e.g. [9]), where the volumetric strain (not the void ratio) can only be used as a state variable.
