The phrase "a infilling of" is not correct; it should be "an infilling of" due to the vowel sound at the beginning of "infilling." You can use it when describing the process of filling a space or void with material or substance, often in construction or geological contexts.
Example: "The project involved an infilling of the old quarry to create a new park."
Alternatives: "a filling of" or "an addition of".
"We would love to pray for your children, for your finances or, if you would like an infilling of the Holy Spirit or maybe a renewal of praise and worship, I will ask our staff to make our way out".
"We would love to pray for your children, for your finances or, if you would like an infilling of the Holy Spirit or maybe a renewal of praise and worship, I will ask our staff to make our way out". The staff pick up signs that say Holy Spirit and Salvation.
This paper considers the shear buckling of light gauge steel cassette sections both with and without an infilling of relatively rigid thermal insulation.
In 3G turf, the pile (artificial grass 'blades') is supported by a thin base layer of sand, and by an infill of rubber crumb.
This paper presents the behaviour of a composite walling system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane cyclic shear loading.
The remaining 10% have an infill of coated SBR rubber or another infill material, such as ethylene-propylene-diene monomer rubber (EPDM), thermoplastic elastomer (TPE), cork, or mixtures of SBR rubber with various synthetic and natural materials.
Used primarily as infill material for seismic retrofitting of steel frames, the basic PMC infill wall system consists of two fiber-reinforced polymer (FRP) laminates surrounding an infill of vinyl sheet foamcore.
This paper presents the development and validation of finite element (FE) models to simulate the behavior of a novel composite shear wall system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane loadings.
This research investigated the behavior of a composite shear wall system consisting of two skins of profiled steel sheeting and an infill of concrete under in-plane monotonic loading.
The composite shear walls with double steel plates and filled concrete are composed of two steel plates with studs inside, side columns made of steel tubing, and an infill of concrete.
