Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Investigation of the operation of pyramidal piles in swelling soils
Abstract Patterns of operation of pyramidal piles in swelling soils are given: the dependence of their rise on the taper angle, the length of the pile, and the transmitted load. The authors studied layer-by-layer displacements of soil around the pile and give their dependences on the depth of the layer's location. A formula is presented for determining coordinates of the neutral point, from which the rise of an unloaded pile is found.
Investigation of the operation of pyramidal piles in swelling soils
Abstract Patterns of operation of pyramidal piles in swelling soils are given: the dependence of their rise on the taper angle, the length of the pile, and the transmitted load. The authors studied layer-by-layer displacements of soil around the pile and give their dependences on the depth of the layer's location. A formula is presented for determining coordinates of the neutral point, from which the rise of an unloaded pile is found.
Investigation of the operation of pyramidal piles in swelling soils
Sorochan, E. A. (Autor:in) / Li, E. A. (Autor:in)
1993
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Pedestal piles in swelling soils
| Online Contents | 1977
Design of piles in swelling soils
| Online Contents | 1990
Investigation of peculiarities of the operation of compound pyramidal-prismatic piles
| Online Contents | 1994
Investigation of the bearing capacity of pyramidal piles
| Online Contents | 1978
Theory of Piles in Swelling and Shrinking Soils
| NTIS | 1972