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Masonry gravity dams : a numerical application for stability analysis

机译:砌体重力坝:稳定性分析的数值应用

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摘要

This work presents a numerical application for stability analysis of masonry gravity dams. From thegeometrical dimensions, the material characteristics, hydrostatic loads and seismic loads, theapplication automatically determines the following results: thrust line for the dead weight load and thedead weight together with the other loads; stress diagram and safety factors for the failure of the damfoundationcontact as part of an overall analysis; safety factors for the failure of horizontal planesalong the body of the dam; parametric properties analysis (volumetric mass) and the resistantcharacteristics (friction angle) on the base of the dam.The analyses of three historical masonry dams located in Algeria was made. This work highlightsthe versatility of the numerical application as it can work with different section geometry, includingcurved and discontinuous sections, and the importance of assessing several scenarios in order toobtain a safe result.
机译:这项工作为砌体重力坝的稳定性分析提供了数值应用。根据几何尺寸,材料特性,静水载荷和地震载荷,该应用程序会自动确定以下结果:静载荷的推力线和静载荷以及其他载荷;应力分析图和坝基接触破坏的安全因素,作为整体分析的一部分;大坝主体沿水平面破坏的安全因素;在大坝基础上进行参数特性分析(体积质量)和抗力特性(摩擦角)。对位于阿尔及利亚的三座历史砌筑大坝进行了分析。这项工作强调了数值应用程序的多功能性,因为它可以处理不同的截面几何形状(包括弯曲和不连续的截面),并且评估多个方案以获得安全结果的重要性。

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