By M. Mets, R. Raudsepp
'Baltic Piling' includes the court cases of the ‘Baltic Piling Days 2012’ (Tallinn, Estonia, 3-5 September 2012). The booklet contains contributions on present matters in pile beginning engineering:
- interplay of pile and grillage;
- Formation of pile bearing capacity
- Settlements of piles
- Pile starting place less than old buildings
- Thermopiles, and
- interplay of georgid and pile.
'Baltic Piling' may be of curiosity to engineers, teachers and scholars attracted to pile starting place engineering and similar disciplines.
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Extra info for Baltic Piling
AnchorsTITAN 73/53 installed through concrete plate of berth in Muuga harbor. 8 m. Between tubular piles two rows of precast concrete piles of prismatic cross-section 40 × 40 cm were placed. Tubular and concrete piles are the basis for foundation grill slab and crane beams. Construction was carried out by the general contractor JSC “FKSM” involving JSC “BMGS” as the main subcontractor, who was engaged in the steel sheet piles, steel pipe and reinforced concrete piles driving and ground anchors construction, which were installed after grillage plate was concreted by the general contractor.
In 1802 the University of Tartu was re-opened as a German speaking imperial university, and belonging into the Russian Empire, Tartu becomes an important research centre whose reputation extended far beyond the borders of the empire. Thanks to the university a world-class observatory was built on Toomemägi (Toome Hill), the same period also witnesses building the university clinics, libraries, and a cutting edge botanical garden at the time. Tartu becomes a second city of the Livonian province of the Russian Empire and the success can also be observed in building activities.
Load stage and observation time for suitability Table 13. Test load, kN Load stage % PP Anchor No. 1 Anchor No. 2, 3 Observation time, min 0 (initial load) 1 2 3 4 5 20 50 75 100 125 150 42 105 157 210 263 315 106 265 398 530 663 795 – 5 5 5 5 15 Table 12. test. Load stage and observation time for acceptance Test load, kN Load stage % PP Anchor No. 1 Anchor No. 2, 3 Observation time, min 0 (initial load) 1 2 4 5 20 50 75 100 125 42 105 158 210 263 106 265 398 530 663 – 5 5 5 5 Design bearing capacity of testing anchors, kN.