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A platform for research: civil engineering, architecture and urbanism
Calculation of bulkheads and anchored retaining walls
"internal safety" concept is introduced according to which failure occurs when shear strength is exceeded and structure overturns due to appearance of shear planes; stability problem is solved by determining all kinematically possible slip surfaces satisfying equilibrium conditions, and finding surface with minimum safety factor (MSF); when logarithmic spirals are chosen as representing slip surfaces, MSF surface determined is in very good agreement with that found from laboratory experiments described. (n 5 May 1967 p 167-71)
Calculation of bulkheads and anchored retaining walls
"internal safety" concept is introduced according to which failure occurs when shear strength is exceeded and structure overturns due to appearance of shear planes; stability problem is solved by determining all kinematically possible slip surfaces satisfying equilibrium conditions, and finding surface with minimum safety factor (MSF); when logarithmic spirals are chosen as representing slip surfaces, MSF surface determined is in very good agreement with that found from laboratory experiments described. (n 5 May 1967 p 167-71)
Calculation of bulkheads and anchored retaining walls
Zur Berechnung von Fangedaemmen und verankerten Stuetzwaenden
Jelinek, R. (author) / Ostermayer, H. (author)
Bautechnik ; 44
1967
5 pages
Article (Journal)
German
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