Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Underpinning of Drilled Shafts Using Jet Grouting
Two drilled shaft supported columns for a pedestrian bridge exhibited excessive settlement. Jet grouting techniques were used to extend the support for the drilled shafts to a deeper dense sand stratum. Upon completion of the jet grouting, the bridge deck was raised to its original position using temporary shoring with heavy steel transfer beams and hydraulic jacks.
Underpinning of Drilled Shafts Using Jet Grouting
Two drilled shaft supported columns for a pedestrian bridge exhibited excessive settlement. Jet grouting techniques were used to extend the support for the drilled shafts to a deeper dense sand stratum. Upon completion of the jet grouting, the bridge deck was raised to its original position using temporary shoring with heavy steel transfer beams and hydraulic jacks.
Underpinning of Drilled Shafts Using Jet Grouting
Bedenis, Timothy H. (Autor:in) / Jedele, Larry P. (Autor:in) / Maranowski, Steve (Autor:in)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
09.10.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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