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Read e-book online Damage Assessment and Reconstruction after War or Natural PDF

By Adnan Ibrahimbegovic, Muhamed Zlatar

This publication goals to supply a serious review of the present wisdom and to point new demanding situations which are introduced through the current time in facing common man-made and usual failures, leading to harm to buildings, infrastructure and human surroundings. the typical flooring for all difficulties of this type from the perspective of medical contents is the necessity to offer a short overview of the damaging motion and its results, speedy reconstruction, in addition to the hot foundation for a sustainable improvement of affected parts. the current risk of the terrorist assaults or unintended explosions, the neighborhood army conflicts, the weather swap that brings soil erosion or but the damaging earthquake movement that happens in formerly inactive areas, are numerous examples of the type of disastrous occasions we tackle herein, besides the way in which of lowering their unfavourable influence.

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Read or Download Damage Assessment and Reconstruction after War or Natural Disaster (NATO Science for Peace and Security Series C: Environmental Security) PDF

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Extra resources for Damage Assessment and Reconstruction after War or Natural Disaster (NATO Science for Peace and Security Series C: Environmental Security)

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Eight slabs have been cast for each mix and all NDT measurements are performed on all slabs. The first series of measurements is focused on porosity and water content influence, thus the saturation of slabs is controlled, and varied from a “saturated” reference state to a “dry” one. Many NDT techniques have been used by five research teams and consist in radar measurements, acoustical measurements, electrical measurements, infrared thermography measurements and capacimetry measurements. ), thus about 60 observable quantities have been defined and estimated on each specimen.

Cover Depth Variability All data regarding cover have been synthesized, such has to quantify the variability at various scales (within an area, within a pier, for the whole bridge). A significant difference has been noted between horizontal and vertical re-bars (due to obvious design reasons), with an average cover depth that is 7–8 mm larger for vertical rebars. 8 mm More detailed measurements of cover depth have been performed during the second series of investigations, to quantify the longitudinal variation of cover depth along a given rebar.

It jumps to 20– 30% if one combines the two directions of reinforcements in a given area. This value is much larger than that of an individual rebar. When a whole pier is considered, the coefficient of variation is about 30%. 3. 1. Experimental Program Definition and Analysis Moisture content in the concrete and humidity are the most influencing factors affecting the corrosion development, but also the electrochemical properties assessed via non-destructive techniques. , 1996) that other influencing factors are the quality of concrete, the chloride content, the oxygen content.

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