A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Study deals with calculation of internal forces and moments in piled foundation with two symmetry axes, caused by arbitrary three-dimensional load system; subgrade modulus is assumed to increase in proportion to depth; foundation is assumed as infinitely rigid; internal forces of pile foundation as of indeterminate structure are determined in direction of symmetry axis; limit driving depths are determined for friction piles. (27192)
Study deals with calculation of internal forces and moments in piled foundation with two symmetry axes, caused by arbitrary three-dimensional load system; subgrade modulus is assumed to increase in proportion to depth; foundation is assumed as infinitely rigid; internal forces of pile foundation as of indeterminate structure are determined in direction of symmetry axis; limit driving depths are determined for friction piles. (27192)
Forces in piles supporting piers
Acta Tech (Budapest)
Misteth, E. (author)
1969
19 pages
Folding sheet
Article (Journal)
English
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