Sentence examples for soil voids from inspiring English sources

Also, results of SEM images for Group A specimens at 12% binder content indicated formation of a more integrated soil matrix with reduced soil voids and therefore, significant improvement of the soil strength.

A residual non-aqueous phase liquid (NAPL) present in the vadose zone can act as a contaminant source for many years as the compounds of concern partition to infiltrating groundwater and air contained in the soil voids.

This paper describes a method that utilizes ultra wideband (UWB) time domain principles to detect the presence and location of soil voids in early stages of formation, thus preventing a catastrophic collapse of the pipe and/or a structure above it (e.g., road surface).

We also regularly sampled plant roots from each mesocosm using a 1-cm soil corer to check for the presence of AMF colonization after staining with vinegar and ink (Vierheilig et al. 1998); soil voids were filled back with original soil after sorting out the roots.

Variations in the average hydraulic conductivity value with respect to the soil void ratio, magnitude and type of normal load were examined.

The SBGR technology typically consists of removal of contaminated soil via excavation or large-diameter augers, and backfill of the soil void with gravel and treatment amendments tailored to the target contaminant(s).

Barron's modified solution includes the horizontal coefficient of consolidation (includes the soil void ration and the compressibility) and considers that the variation of the effective stress is equal to the variation of the pore pressure.

This paper aims to determine the degree of influence of ten representative factors of BWIS: specific heat capacity of rock-soil, rock-soil density, thermal conductivity of rock-soil, void fraction of rock-soil, rock-soil permeability, beach well radius, site length, site width, row number of beach wells, and column number of beach wells.

The changing trend of the friction coefficient on the soil simulant void ratio and stress distribution is also determined.

Movement of soil into this void could result in up to 5 percent lost ground, an amount intolerable in urban work.

This is while it can be seen at final cycles that gravel grains of stone columns are coarser than surrounding soil, having more void space, hence pore water pressure dissipated faster and more settlement happened at short time.