Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stabilization of a Slide Using a Tieback Pile Wall
The use of drilled shaft concrete piles is generally not a widespread method of stabilizing landslides along the Alberta Highway Infrastructure as a result of perceived high costs, the uncertainty of performance of these structures in the long term and the ready availability of land for realignment, offloading and toe berm construction. This paper presents a case history of a roadway embankment slide which was stabilized using a tieback drilled shaft concrete pile retaining wall. Although the piles were not installed to the desirable depth, the wall has performed satisfactorily since its construction some 10 years ago with none or minimal maintenance to the surface of the roadway.
Stabilization of a Slide Using a Tieback Pile Wall
The use of drilled shaft concrete piles is generally not a widespread method of stabilizing landslides along the Alberta Highway Infrastructure as a result of perceived high costs, the uncertainty of performance of these structures in the long term and the ready availability of land for realignment, offloading and toe berm construction. This paper presents a case history of a roadway embankment slide which was stabilized using a tieback drilled shaft concrete pile retaining wall. Although the piles were not installed to the desirable depth, the wall has performed satisfactorily since its construction some 10 years ago with none or minimal maintenance to the surface of the roadway.
Stabilization of a Slide Using a Tieback Pile Wall
Diyaljee, Vishnu (Autor:in) / Pariti, Murthy (Autor:in) / Callioux, Roy (Autor:in)
Geo-Denver 2000 ; 2000 ; Denver, Colorado, United States
Slope Stability 2000 ; 142-153
24.07.2000
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Stabilization of a Slide Using a Tieback Pile Wall
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