Three case histories of different specific uncommon geogrid-reinforced slopes

被引：0

作者：

Alexiew, D. ^{[1
]}

Amigot, I ^{[2
]}

Hangen, H. ^{[1
]}

机构：

[1] HUESKER Synthet GmbH, Dept Engn, Gescher, Germany

[2] HUESKER Geosintet SA, Noain, Spain

来源：

GEOSYNTHETICS, VOLS 1-4 | 2006年

关键词：

geogrids; slopes; landslide stabilisation; piles; local soils;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Geosynthetic-reinforced steep slopes and walls became very popular worldwide during the last 15 years because of their financial, technical, ecological and landscape-related advantages. Meantime, a wide range of solutions is possible based on the use of modern reinforcing geosynthetics. Although significant experience is already available, information on executed projects is believed to be always useful, especially while dealing with specific non-common solutions like landslide stabilisation, combined systems (e.g. on piles) or extreme heights. Therefore three specific cases across Europe are presented: first, a high geogrid-reinforced landslide stabilisation structure from local soils in the Austrian Alps in 1994, second: a geogrid-reinforced slope founded on piles in German Alps in 2002, third: a very high geogrid-reinforced steep embankment from blasted rock in Spain constructed in 2002 on the Highway Madrid-Irun-Paris, being one of the highest structures of this type on a European highway.

引用

页码：1053 / +

页数：2