Sotto Mayor Palace - Design and performance of a deep excavation

被引：0
|
作者：
Pinto, A
Ferreira, S
Barros, V
Costa, R
Lopes, P
Dias, J
机构：
来源：
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3 | 2001年
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中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The aim of this paper is to present the main design and construction criteria considered in the definition of earth retaining and underpinning solutions adopted by Tecnasol FGE at the Sotto Mayor Palace deep excavation, as well as their performance during the different construction phases. The main purpose of this 150,000m(3) excavation, mainly in Lisbon Miocenic soils, was the construction of 8 floors below ground level on a 7,600m(2) area, keeping in the middle of the site area the historic building of Sotto Mayor Palace, with masonry structure and three floors, resting on a 900m(2) area.
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页码：1237 / 1240
页数：4
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