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Attempt made to clarify problem of whether pull of cables of suspension bridge can be held in equilibrium when soil strengthening is replaced with enclosure of abutment by sheet piling or reinforced concrete walls; model tests carried out on abutments of different shapes; pull can be held safely in equilibrium by reinforced concrete walls which are sufficiently deep in ground.
Attempt made to clarify problem of whether pull of cables of suspension bridge can be held in equilibrium when soil strengthening is replaced with enclosure of abutment by sheet piling or reinforced concrete walls; model tests carried out on abutments of different shapes; pull can be held safely in equilibrium by reinforced concrete walls which are sufficiently deep in ground.
Anchorage of bridge abutments in soil
Verankerung von Brueckenwiderlagern im Boden
Bauingenieur ; 24
1949
9 pages
Diagrams
Aufsatz (Zeitschrift)
Deutsch
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