Conference,
DIRECT FOUNDATIONS BY MEANS OF BLOCKS AND FOUNDATION PLATES IN TRANSMISSION LINES WITH SELF-SUPPORTING TOWERS. COMPARATIVE STUDY
(1986)
Abstract
It is the aim of the present work to make
a comparison between foundation blocks resulting
from the calculus obtained applying some usual methods
such as: SULZBERGER, BURKLIN and LlMlT STATE.
Each method in particular will be fully
discussed in view of the qualification parameters
(permissible stress, maximum rotation, safety factors).
Finally, a structural solution different
from all previous studies on the matter, FLEXIBLE
Plates will be described.
KEY-WORDS: Direct Foundation, Foundation Block,
Flexible Plate, Limit State, Transmission Tower,
Cohesiveless Soil, Composed Flexion, Line Transmission
Foundation, Embed Moment, Bottom Moment, Overturning
Moment, Ground-water level, Skin Friction.
