ANALYSIS OF PILED EMBANKMENT ON SOFT SOIL

被引：0

作者：

Drusa, Marian ^{[1
]}

Vlcek, Jozef ^{[1
]}

Kais, Ladislav ^{[1
]}

机构：

[1] Univ Zilina, Fac Civil Engn, Dept Geotech, Zilina, Slovakia

来源：

GEOCONFERENCE ON SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING, SGEM 2014, VOL II | 2014年

关键词：

soft subsoil; piled embankment; load transfer platform; high strength geogrids;

D O I：

暂无

中图分类号：

P [天文学、地球科学];

学科分类号：

07 ;

摘要：

There are various types of solutions for the design of embankment foundation on soft subsoil. Good results are obtained using combined soil structures reinforced by geosynthetics. Advantages of these structures lie in simplicity of construction, cost-effectiveness, the ability of better resistance against non-homogeneous foundation conditions. Additionally, resistance to extreme situations (seismic load, floods, etc.), as well as resistance to dynamic load effects from transport and uneven settlements is vastly improved. Currently, there are many design recommendations by several authors, but only a few standard procedures. New recommended methods can still be introduced for design of piled embankment demonstrated on real construction part of modernized high-speed railway line.

引用

页码：57 / 62

页数：6

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