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- W619343357 abstract "The article presents the gradis deep foundation system for the foundation of engineering structures on soil with poor bearing capacity. The pile foundation system of precast prestressed reinforced concrete elements with large and small radius was designed at the gradis construction firm in ljubljana. Large prestressed reinforced concrete elements have a cross-section of symmetrical and hollow dodecagon, 70 cm in radius, the elements having a maximum length of 22 M. The elements are connected with screws. Narrow prestressed reinforced concrete elements have a square cross-section, with maximum length up to 15 m and they are connected with bayonet joints. The design of prestressed reinforced concrete elements is based on in-situ tests of pile bearing capacity by static penetration test. A specially designed tracked device with diesel compactor is used for the construction of piles. The standard pile driving analyzer equipment is employed to control the bearing capacity of piles and their connection. Prefabrication of piles, their lighter weight, the ability of their being joined, their large bearing capacity, resistance against corrosion, quality, time and cost savings are advantages compared to similar systems for deep foundation." @default.
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- W619343357 date "1987-01-01" @default.
- W619343357 modified "2023-09-27" @default.
- W619343357 title "DEEP FOUNDATION WITH PRESTRESSED REINFORCED CONCRETE ELEMENTS" @default.
- W619343357 hasPublicationYear "1987" @default.
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