Construction of an additional parking basement with jet-grouting
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Bibliografische Angaben
| Autor(en): |
Rubén Galindo
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Veröffentlicht in: | IABSE Symposium Madrid 2014 | ||||
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| Seite(n): | 853-858 | ||||
| Anzahl der Seiten (im PDF): | 6 | ||||
| Jahr: | 2014 | ||||
| DOI: | 10.2749/222137814814066997 | ||||
| Abstrakt: |
This paper shows a case in which superjet grouting has been used to improve soil strength and passive earth pressure at the toe of a diaphragm wall. This treatment had made it possible to excavate deeper than planned, i.e., from -14,00m to -17,35m, in order to enlarge the car park of a building in Seville from four to six floors, when the diaphragm walls were already constructed. |
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| Stichwörter: |
Schlitzwand Ausbruch Anker
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