Buch, Englisch, 194 Seiten, Format (B × H): 174 mm x 246 mm, Gewicht: 521 g
Buch, Englisch, 194 Seiten, Format (B × H): 174 mm x 246 mm, Gewicht: 521 g
ISBN: 978-90-5410-587-9
Verlag: CRC Press
This is the first publication of the proceedings of the Baltic Geotechnical Conferences after Baltic countries regained their independence and became member of the ISSMFE as free states. The Baltic countries have old construction traditions going back to almost a thousand years. The proceedings present an outline of the current situation in the Baltic countries. A few reports from other European countries have also been included. The themes treated embrance a wide scope of geotechnical problems solved in the Baltic countries taking into account their current economic conditions of transition from a state-regulated economy to that of a free market.
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Preface; Baltic Geotechnical Conferences; Foundations of Vilnius Cathedral and of the Grand Dukes ’ Palace and the investigations of their ground; Engineering geological map of Lithuania, scale 1:500 000; Laboratory and in-situ testing of saturated cohesive soils; Piezocone development for marine soil investigation; New standard for site investigation in the Republic of Belarus; Limiting values in Lithuanian soil classification; New standard of Belarus ‘Soils Classification’; The behaviour of sands with organic matter; Peculiarities of deformation behaviour of sands; The soils’ strength; Bearing capacity of piles driven into blue clay; Strength of Paleozoic clays Behaviour of glacilacustrine clays at the Polish Baltic Coast in the conditions of dynamic Loadings; The peculiarities of geotechnical assessment of Lower Cambrian clays in the North-Western part of the Russian platform; Model discrimination for the oedometric relaxation test; Hydraulic conductivity of alluvial clays containing macro-pores; Specifying soil properties in numerical seepage simulation; Peculiarities of low permeable soils ’ testing; Contact pressure variation determination of circular footings and strip foundations on granular medium at serviceability loads; Soil-reinforced concrete beam interaction; Influence of ground variability on structures; Settlement of two houses founded on improved ground; The cathedral in Koenigsberg: Ground and deformations; The influence of the large diameter bored cast-in-place piles on foundation of old building; Using the cast-in-place jacked piles for building renovation; The bearing capacity of a single pile; Determination of bearing capacity for driven piles with SIPT-method; Bearing capacity of wedge-shaped foundation; Ground strength for cast-in-place piles with expanded base; Settlement calculation of pile groups; Problems of research and reduction of adhesion of clay soils in building construction; Problems of application and design of shelled foundations; Application features of computer-aided design systems in geotechnical engineering; Peculiarities of slope stability loss in dilatant clays; Prediction of frost heave value; Geotechnics of environment; Method for determining of organic carbon and organic matter content in soils and silts for estimation of geotechnical properties and ecological control; Geophysical investigation for assessment of soil contamination; Regularities of redox and biochemical conditions influence on geotechnical soils properties; Geotechnical aspects of quay renovation in ports
