Parametric study of reinforced earth wall deformations

被引：0
|
作者：
Stanic, B. [1 ]
Kovacevic, M. S. [1 ]
Szavits-Nossan, A. [1 ]
机构：
[1] Civil Engn Inst Croatia, Zagreb, Croatia
来源：
PROCEEDINGS OF THE 16TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOLS 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT | 2005年
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D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
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.
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页码：1417 / 1420
页数：4
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