GUIDELINES TO THE SAFETY Sample Clauses

GUIDELINES TO THE SAFETY. OF DISASTER RESILIENT INFRASTRUCTURE Despite of development of stabilization techniques and the improvement of landslide modelling, the long-term reliability of disaster resilient infrastructure tends to decrease with time, due to maintenance problems, whereas the safety requirement and induced risks increase, following the of and more buildings and lifelines in exposed zones. Therefore any type slope stability improvement works has to be completed by a comprehensive allowing for early detection of a critical behaviour, based on adequate warning the corresponding to such systems are duly established and tested, may take time, it is necessary to complement resilient infrastructure with passive relying on limited use of endangered land, whatever are the economic pressures towards its development. The major research with the relation between drainage efficiency and the hydrogeological conditions, especially their evolution with time during crisis events, for which continuous pore water pressure monitoring is one of the most important information. The role of unsaturated layers the slope stabilization represents also a major research challenge to master the landslides. All the monitoring data should provide a basis for an adequate risk which direct and indirect economical factors as well as safety criteria can which will certainly lead to the necessity of more landslide resilient Cancelli A. (1985). Stabilization of a landslide near (Northern by means deep trench drains. Proc. Eur. Sub-Committee on Stabilization of landslides in Europe, Istanbul 1: 17-27. (1985). utilisation des terrains instables (Bonnard et Noverraz éds.). Rapport final. Polytechnique Fédéraie de Lausanne, 229 Xxxxxxxx X. (1985). Stabilization of a cut on scaly marl clays. Proc. Sub-committee on Stabilization Landslides in Europe, Istanbul 1:37-44.
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