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One of the techniques currently used to reinforce road and railway platforms in areas over localized sinkholes is reinforcement by geosynthetic sheet.
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Measures taken to offset the danger from earthquakes include reinforcing roads and bridges to withstand tremors and constructing buildings to absorb seismic shocks.
In the areas of complete dissolution and collapse, the road foundation was strengthened with vibrated stone columns and a reinforced concrete road deck was used.
Andrew Krepinevich, of the Centre for Strategic and Budgetary Assessments, compares the frontier posts of the Roman empire, which could be (relatively) speedily reinforced by road (see Mr Krepinevich's maps below).
And the lively threat of another demolition has long been reinforced by road closures, what they say are frequent attacks on their property and livestock by the settlers – and what Mr Dotan calls the "cruel sanction" of keeping them "off-grid".
Indeed, guaranteeing a breathable air quality in the acceptable levels specified by the World Health Organization (WHO) reinforces the road towards a sustainable urban development.
During the development process of a new type of steel reinforced wooden road safety barrier parametric computational simulations were used to simulate the experimental vehicle impact certification tests as prescribed by the standard EN 1317.
This paper focuses on providing a numerical investigation using a bi-dimensional Finite Element Method (FEM), using ABAQUS software, to analyze the improvement of reinforced unpaved road under repeated wheel traffic load conditions in terms of aggregate base course thickness saving.
This work attempts to carry out the blind test by burying fit balls (as voids) under a site with reinforced concrete road and paving block by PolyU team A. The blind test about the void centroid, spread and cover depth was then carried out by PolyU team B without prior information given.
The purpose of this paper is to provide design criteria currently available for reinforced unpaved roads.
The focus of the present study is to compare these different design procedures aimed at estimating the base thickness required for reinforced unpaved roads, providing their improvements and limits.
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