<p>The expansion of urban populations comes with an associated demand for increased public transport. An often utilised solution is to construct a rapid transit system within tunnels. Generally, a pair of tunnels are constructed within relative close proximity. ...

<p>Numerical methods combined with centrifuge tests are used to investigate the distribution and development of soil stresses and reinforcement tensile loads in geosynthetic reinforced soil (GRS) structures. In this study, system stability indicated by the ...

Centrifuge tests have been carried out on kaolin clay slopes subject to variations in surface rainfall and humidity corresponding, at model scale, to successive wet and dry seasons in the field. An analysis of the phase ofepisodic regional softening is presented ...

<p>Many piled foundations have been destroyed under significant cyclic loads in earthquakes. Centrifuge modelling of a single pile subjected to cyclic loads has been conducted to investigate the influence of cyclic loads on the axial performance of the single ...

<p>No earthquake has caused failure or severe damage to any rockfill dams with bodies of well-compacted rock materials. It is important to estimate the damage grade quantitatively in order to evaluate a seismic performance of a dam against a large earthquake. ...

<p>Traditional soil reinforcing techniques involve the use of continuous geosynthetic inclusions such as geogrids and geotextiles. The acceptance of geosynthetics in reinforced soil construction has been triggered by a number of factors, including aesthetics, ...

In this paper are presented centrifuge tests simulating the installation of jacked piles that were conducted in dense uniform fine silica sand.

<p>The horizontal arching mechanism transfers horizontal earth pressures acting on flexible retaining wall panels to stiffer neighbouring elements via soil shear stresses. In this research, the horizontal arching mechanism and lateral displacements of fixed ...

This report describes three centrifuge tests carried out as part of the NEMISREF project, at 50g,to investigate the performance of cemented zones as a liquefaction remediation measure beneaththe base of existing buildings.

This report describes three centrifuge tests carried out as part of the NEMISREF project, at 50g,to investigate the behaviour of containment walls as a liquefaction remediation measure forexisting buildings.