By M. Mets, R. Raudsepp
'Baltic Piling' comprises the court cases of the ‘Baltic Piling Days 2012’ (Tallinn, Estonia, 3-5 September 2012). The publication comprises contributions on present matters in pile starting place engineering:
- interplay of pile and grillage;
- Formation of pile bearing capacity
- Settlements of piles
- Pile origin lower than ancient buildings
- Thermopiles, and
- interplay of georgid and pile.
'Baltic Piling' may be of curiosity to engineers, lecturers and scholars drawn to pile starting place engineering and similar disciplines.
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Extra resources for Baltic Piling
EN 1537:1999. Execution of special geotechnical work – Ground anchors. Brussels. BCH 506-88. 1989. Design and construction of ground anchors. Moscow. v. 2007. Delft, the Netherland. J. C. 1999. Geotechnical Engineering Circular No. 4: Ground Anchors and Anchored Systems. pdf. 35 This page intentionally left blank Baltic Piling – Mets & Raudsepp (Eds) © 2013 Taylor & Francis Group, London, ISBN 978-0-415-64334-4 The history of the foundations in Tartu Vello Pallav & Mait Mets Department of Rural Building, Estonian University of Life Sciences, Estonia ABSTRACT: Tartu is situated on the slopes and marshy banks of the primeval river Emajõgi, where due to the complex geological conditions the foundations of buildings have been a problem throughout the history of the local human settlement development.
3. December 1999, Singapore. Sauty, J. P. 1980. An analysis of hydrodispersive transfer in aquifers. Water Resour. Res. 18 (2), 253–265. 26 Baltic Piling – Mets & Raudsepp (Eds) © 2013 Taylor & Francis Group, London, ISBN 978-0-415-64334-4 Experience of “BMGS” company in using of ground anchors for complicated engineering constructions S. Polukoshko Engineering Research Institute “VIRAC”of Ventspils University College, Ventspils, Latvia A. Gaisin & A. Stasens JSC BMGS, Riga, Latvia J. Marnauza Juras Projekts Ltd, Riga, Latvia ABSTRACT: Ground anchors are widely used in industrial, civil, transport and hydraulic engineering: for fixing of cofferdam of foundation pits, the bottoms of docks and closed-end caissons, retaining walls and walls of underground structures, slide slopes and banks, foundations of high structures and others.
30 m and total weight about 35 tons were used as support. Test is performed according to requirements of DIN 4125. The work load (design load) PW = 580 kN, maximum test load (proof load) PP = 870 kN, safety factor Anchor Nr. 1 Anchor Nr. 2 Anchor Nr. 5. The value of each stage corresponded to 25% of design value. 5 FW ). Strain for each time of loading was fixed. 00 mm. For each anchor the strain rates in the last stage of loading were recorded, difference between strains on 1440th and 120th minutes is presented in table 7.
Baltic Piling by M. Mets, R. Raudsepp