Chapter
Jul 6, 2017
Panels Made by the Deep Mixing Method for a Building Pit Support in a Slope
Authors: Roman Marte [email protected], Florian Scharinger [email protected], and Roland Lüftenegger r.lü[email protected]Author Affiliations
Publication: Grouting 2017
Abstract
The design and execution of a non-conventional support system for an excavation pit in a slope will be presented in this paper. Because permission of placing ground anchors in neighboring property was not given, panels made by the Deep Mixing method, extending below the level of the planned building, have been constructed. Based on the specifications of the sub soil and groundwater condition the design concept as well as analytical and numerical calculations will be discussed. The main focus is put on the construction procedure and problems during the execution of the panels. Results from deformation measurements during the construction of the panels and the excavation of the pit will be presented and discussed. In a short summary the main lessons learnt from this difficult case history will be presented.
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Published In
Grouting 2017
Pages: 385 - 394
Copyright
© 2017 American Society of Civil Engineers.
History
Published online: Jul 6, 2017
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Authors
Affiliations
Professor, Institute of Soil Mechanics and Foundation Engineering, Graz Univ. of Technology, Rechbauerstrasse 12, 8010 Graz, Austria. E-mail: [email protected]
GDP ZT-GmbH, Orpheumgasse 15, 8020 Graz, Austria. E-mail: [email protected]
GDP ZT-GmbH, Orpheumgasse 15, 8020 Graz, Austria. E-mail: r.lü[email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.