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Results of German model and field investigations; various forms of foundation structures; behavior of soil; effects of granulation; test results and calculations on pull-out forces for poles with and without widened soles; comparative safety factor for foundations with widened soles is 1.5 and for plain endings 2.
Results of German model and field investigations; various forms of foundation structures; behavior of soil; effects of granulation; test results and calculations on pull-out forces for poles with and without widened soles; comparative safety factor for foundations with widened soles is 1.5 and for plain endings 2.
Behavior of pole foundations under train stresses
Das Verhalten von Mastgruendungen bei Zugbeanspruchung
Mors, H. (author)
Bautechnik ; 36
1959
12 pages
Article (Journal)
German
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