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2008 m. priedas

Eil. Nr. Dokumentų sąrašas Išsaugoti
1 I titulinis
2 II titulinis
3 Contents
4 Contents
5 Foreword
6 50 years of engineering geology at the Warsaw University Ryszard R. Kaczyński
7 Formation of enginnering properties of soils during geological history Ryszard R. Kaczyński
8 Engineering geological properties of Vilnius and Warsaw region tills as building subsoils Kastytis Dundulis, Ryszard R. Kaczyński, Kazimier S. Krauźlis, Gintaras Žaržojus
9 Variability of permeability coefficient values of green clays from Bełchatów in one-dimensional consolidation testing Sebastian Kowalczyk
10 Consolidation parameters of Neogene green clays from Bełchatów – a study on CL test interpretation Paweł Dobak, Sebastian Kowalczyk
11 Microstructure and physico-mechanical properties of tills in Poland Jerzy Trzciński
12 Engineering-geological properties of normally consolidated tills from Płock area Marek Barański
13 Estimation of ability to volume changes of Mio-Pliocene clay from Warsaw Marek Barański, Emilia Wójcik
14 Physical and mechanical properties of ice-dammed clays in Sochaczew and Radzymin areas in the light of in situ tests Piotr Zawrzykraj
15 Impact of anthropogenic environment changes on geological and engineering conditions for the setting of buildings Andrzej Drągowski
16 Effects of petroleum pollution on clay soil microstructure Dorota Izdebska-Mucha, Jerzy Trzciński
17 Evaluation of cohesive soils of the Mazowsze region as natural geological barriers Ireneusz Gawriuczenkow
18 Tracing seismic surface waves induced by road traffic in urban environment: example of St. Catherine’s church hill in Warsaw Piotr Tucholka, Kamil Kiełbasiński, Radosław Mieszkowski
19 Soil small strain parameters derived from wave velocity measurements Tomasz Szczepański
20 Post-cyclic shear strength of Warsaw tills – a pilot study Anna Bąkowska
21 Electrical methods in geological and engineering investigations of interglacial calcareous and organic sediments from Warsaw Paweł Pietrzykowski
22 Application of electrical resistivity tomography to detection of geological setting Kamil Kiełbasiński, Radosław Mieszkowski
23 Models of rock deformation under uniaxial compression conditions Joanna Pinińska
24 Cracking anisotropy exemplified by Krosno sandstones of Mucharz (Beskid Mały Mountains) Artur Dziedzic
25 Textural rock anisotropy as a result of load memory exemplified by Cergowa sandstones from Komańcza Andrzej Domonik
26 Geomechanical study of building materials of the Hawara pyramid (Fayoum, Egypt) Joanna Pinińska, El-Metwalli Hemdan
27 Behaviour of flysch sandstones under conventional triaxial compression Paweł Łukaszewski