Parametric study of reinforced earth wall deformations

机译：加筋土墙变形的参数研究

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The paper presents results of an extensive parametric study on deformations and internal forces developing in reinforced soil walls consisting of gabion basket facing units keyed into the backfill of crushed rocks by wire meshes. The parameters studied covered the wall geometry and the mechanical characteristics of wall elements. Deformations and internal forces were obtained by numerical modelling with material parameters determined from field measurements on constructed walls.

机译：本文介绍了有关钢筋网中变形和内力发展的广泛参数研究的结果，这些墙体是由铁丝网固定在碎石回填土中的，由石笼组成的网篮单元。研究的参数涵盖了壁的几何形状和壁单元的机械特性。变形和内力是通过数值模拟获得的，其中材料参数由在构造墙壁上的现场测量确定。

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《International Conference on Soil Mechanics and Geotechnical Engineering(16 ICSMGE) vol.3; 2005; Osaka(JP)》|2005年|P.1417-1420|共4页
会议地点 Osaka(JP)
作者
B. Stanic; M.S. Kovacevic; A. Szavits-Nossan;
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作者单位

Civil Engineering Institute of Croatia, Zagreb, Croatia;

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原文格式 PDF
正文语种 eng
中图分类各项工程与工种;
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Parametric study of reinforced earth wall deformations

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