DESIGN OF GEOTEXTILES REINFORCING EMBANKMENTS WITH REFERENCE TO LONG-TERM LOADING

被引：2
|
作者：
PETRIK, PM
BASLIK, R
机构：
[1] Civil Engineering Research Inst, Czech Republic
来源：
GEOTEXTILES AND GEOMEMBRANES | 1988年 / 7卷 / 1-2期
关键词：
Geotextiles - Materials--Deformation - Soil Mechanics--Consolidation - Soils--Reinforcement;
D O I：
10.1016/0266-1144(88)90019-2
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
In this paper a brief introduction is given to a method of designing the geotextiles reinforcing embankments. Several aspects are considered: deformation and consolidation of both subgrade and embankment; partial activation of yield on critical slip surface in the embankment; deformation behavior of geotextiles under long-term mechanical loading. Consideration is limited to only reinforced embankments which have stable side slopes. Steep sided embankments with multilayer reinforcement, similar to reinforced soil walls, are not included.
引用
收藏
页码：71 / 79
页数：9
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