The phrase "aggregate thickness" is correct and usable in written English.
It can be used in contexts related to measurements, construction, geology, or materials science where the total thickness of multiple layers or components is being described.
Example: "The aggregate thickness of the insulation material was measured to ensure it met the required standards for energy efficiency."
Alternatives: "total thickness" or "combined thickness".
For micrometastasis and ITCs analysis, we examined three serial sections, each 10 μm thick (with an aggregate thickness of 30 μm), from each of the paraffin blocks of the lymph nodes, which were used for CAM5.2 immunohistochemical examination as described below.
A maximum aggregate thickness of 600 metres (1,970 feet) occurs in Michigan, where one individual halite bed reaches a thickness of l65 metres (540 feet).
The two beds have a maximum aggregate thickness of about 98 feet (30 metres) and consist almost entirely of stream-laid detrital sediment.
This article provides an estimate of the aggregate thickness required for unpaved roads resting on c-φ soil.
Efficacy of the geotextiles has been elucidated in terms of the degree of improvement represented as reduction of aggregate thickness.
Utility of a single geotextile layer beneath the aggregate has also been investigated towards further reduction of the required aggregate thickness.
SEM imaging indicates that grain-coating chlorites are made of thin and finely crystalline aggregates (thickness: 0.008 0.02 mm) perpendicularly to grain surfaces (Fig. 4a, c, d, f).
The amount of cement used affects the aggregate coating thickness, which has an effect on the porosity and other mechanical properties of the concrete.
Whereas, the disk diameter, aggregate size, "diameter-thickness" interaction, "aggregate size-thickness" interaction, "diameter-thickness-aggregates size" interaction, "diameter-thickness-contact angle" interaction, and "thickness-aggregates size-contact angle" interaction are marginally significant (0.050 < p ≤ 0.150).
This paper focuses on providing a numerical investigation using a bi-dimensional Finite Element Method (FEM), using ABAQUS software, to analyze the improvement of reinforced unpaved road under repeated wheel traffic load conditions in terms of aggregate base course thickness saving.
In the first groups of experiments, the CS was held constant, and the effects of contact angle, disk diameter, aggregate size, and thickness of the disk on the standard deviation of the measured ITS values were studied.
