Sentence examples for compaction water from inspiring English sources
The bearing ratio, mineralogy, microstructure of loess compacted with different compaction water contents and energies were characterized by California bearing ratio testing, X-ray diffraction, scanning electron microscopy to elucidate the origin of water sensitivity.
The mixture variables including masonry content, cement content, degree of compaction, water content and curing time were considered for the mixture design.
From the microstructural point of view, the microstructure characteristics like pore size and shape, porosity, particle contact and association change with the compaction water content and energy.
The test results show soil specimens have similar strength at each compaction water content regardless of elapsed time and type of pore water.
To synthesize the data, a schematic conceptual 3D fluid flow modeling has been performed taking into account fault zone permeability architecture, sedimentation, fluid flow, fault vertical offset and meteoric water influx, as well as compaction water flow.
This study builds upon previous ones on using the Dynamic Cone Penetrometer (DCP) for compaction verification and seeks to account for post-compaction water content changes.
The effects of CA composition and additive concentration given by a mixture design of experiments on membrane compaction, pure water flux, water content and membrane hydraulic resistance have been studied and discussed.
In order to simulate a pure mechanical compaction, distilled water was used as the fluid medium.
During compaction, the water flux was high initially, declined gradually, and reached a steady state after 2 3 h of compaction.
During compaction, the water flux was found to be high initially and declines gradually and reaches a steady state after 2 3 h of compaction.
