ISSN:
1573-9279
Quelle:
Springer Online Journal Archives 1860-2000
Thema:
Architektur, Bauingenieurwesen, Vermessung
,
Geologie und Paläontologie
Notizen:
Conclusions 1. It was found that for equal spacing of the piles in the clusters, the bearing capacity of the foundations consisting of inclined piles with a low grating in clay soils of semihard and hard consistency is greater by a factor of 1.7–2.1 than the capacity of foundations consisting of vertical piles. 2. The rigid embedment of the heads of the inclined piles in the slab of the low grating increases their strength under horizontal loading for operation in a cluster by a factor of 3.9, whereas for vertical piles it is increased by factor of only 1.9, in comparison with the individual piles with free heads of equal rigidity.
Materialart:
Digitale Medien
URL:
http://dx.doi.org/10.1007/BF02304600
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