A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A slope of a 50 m deep cut for a federal freeway in Germany began to slide during excavation. By means of a stabilizing fill the slope was temporarily stabilized. Additional explorations and stability analyses resulted in the design of stabilizing measures, consisting of tendons and long drainage holes. In addition, a monitoring program consisting of surface measuring points, anchor load cells, extensometers, inclinometers and piezometers was carried out. Under these conditions, the final excavation of the cut was successfully carried out.
A slope of a 50 m deep cut for a federal freeway in Germany began to slide during excavation. By means of a stabilizing fill the slope was temporarily stabilized. Additional explorations and stability analyses resulted in the design of stabilizing measures, consisting of tendons and long drainage holes. In addition, a monitoring program consisting of surface measuring points, anchor load cells, extensometers, inclinometers and piezometers was carried out. Under these conditions, the final excavation of the cut was successfully carried out.
Stabilization of a Rock Mass Slide
Wittke, Walter (author)
2014-03-31
16 pages
Article/Chapter (Book)
Electronic Resource
German
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