Deep excavation in stiff clay:: design, construction and monitoring

被引：0

作者：

Szepesházi, R ^{[1
]}

Radványi, L ^{[1
]}

Szörényi, J ^{[1
]}

机构：

[1] Szechenyi Istvan Univ Appl Sci, Gyor, Hungary

来源：

PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3 | 2001年

关键词：

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Design, construction and monitoring methods and experiences of 12..18,5 m deep excavations for a business and office center in Budapest are presented. Anchored pile walls and steep slope nailed and protected by shotcrete were used for supporting in a stiff overconsolidated clay. Displacements, anchor forces and groundwater levels were measured. The main experience was the occurrence of quite large wall movements caused by deformation of soil zones behind and in front of wall.

引用

页码：1261 / 1264

页数：4

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