Sentence examples for backfill in a from inspiring English sources

This paper discusses the current theoretical design equations associated with foundation design in the Illinois Basin, as well as the benefits of utilizing high density backfill in a numerical model, to improve pillar and floor stability.

Researchers from the National Institute for Occupational Safety and Health used a series of instruments (borehole extensometers, earth pressure cells, and embedment strain gauges) to study the post-failure behavior of two pillars confined by backfill in a test section at the Buick Mine near Boss, MO, USA.

Because the actual number of layers employed in the placement of the backfill in a typical soil-steel bridge is too large to be conveniently used in the FE analyses, a smaller number of layers were used in the simulation of the construction process Abdel-Sayed et al. (1993).

This study carried out the sensitivity analysis of thermal-hydro (TH) model parameters, and based on its results, the coupled TH analysis of an unsaturated buffer and backfill in an HLW repository.

So the competition to backfill in-line mall locations with new tenants is intensifying.

The resulting holes would be backfilled in a separate executive decree.

Quartz sand is utilized as a model medium, and the applicability of the methodology to determine radionuclide transport in engineered backfill cement is explored using the UK GDF candidate backfill cement, Nirex Reference Vault Backfill (NRVB), in a model system.

Recycled concrete aggregate (RCA) composed of demolition-crushed structural concrete is a promising material in geotechnical engineering applications, for example, as a backfill in retaining walls or as an embankment fill and pavement construction material.

The retention of strontium onto synthetic zeolite Na A X, candidate as backfill material in a near surface disposal facility, was studied using batch and column techniques.

These rates are higher than the ones reported in the literature for other solids, what would point to the possibility of using this rock as an additive to the backfill material in a HLNW.

This study investigates the conditions of meso-scale failure in the backfill body in a subsidence area under uniaxial compressive strength (UCS) conditions by adopting computed tomography (CT) scanning when the waste rock contents are 10%, 30%, and 50% and the cement dosages are 1% and 2%.