Manual Quaternary Glaciations - Extent and Chronology: A closer look (Developments in Quaternary Science 15)

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The triaxial cell apparatus, direct shear apparatus and oedometer test apparatus were used for soil investigation in order to achieve the aim of the study. During the in-situ tests the cone penetration test was performed and the borehole was described. Such physical properties of soil as bulk density and moisture content were evaluated, the plastic and liquid limits were established and the grain size distribution of soil was analysed.

The mechanical properties of soil were investigated with several different devices; one-dimensional compression, direct shear and triaxial cell tests were performed. The results showed no significant difference between the data obtained during the triaxial cell test and the data obtained from the direct shear test.

Pleistocene glaciation of Fenland, England, and its implications for evolution of the region

A significant difference was noticed between the values of the secant modulus E 50 calculated during the triaxial cell test and the values of the oedometer modulus E oed obtained during the oedometer test and those presented in the literature; therefore these values should be considered very carefully. No significant difference was observed between the values of E 50 and E oed obtained during the oedometer test by applying the similar loading intervals. The comparison of E oed values calculated during the cone resistance test with the results obtained during the E 50 and E oed oedometer test led to similar results.

A summary of the results regarding the mechanical properties of till soils of the Medininkai glacial period shows that values obtained by different laboratory methods may be correlated, but may be rarely compared with values presented in the literature.

Poland | Subcommission on Quaternary Stratigraphy

Experimental determination of shear strength properties of lightweight expanded clay aggregates using direct shear and triaxial tests. International Journal of Geotechnical and Geological Engineering , 12 , — Bendrosios geologijos pratybos [ General Geology Exercise Book ]. Vilniaus universiteto leidykla , Vilnius , pp. Lietuvos Geologijos Tarnyba [in Lithuanian]. ISO , Geneva.

CEN EN Eurocode 7. CEN , Brussels.

Consolidated undrained triaxial compression tests and strength criterion of solidified dredged materials. Advances in Civil Engineering , , Quaternary Glaciations — Extent and Chronology. Elsevier , pp. Anisotropic behaviour of opalinus clay through consolidated and drained triaxial testing in saturated conditions.

Rock Mechanics and Rock Engineering , 51 , — Particle-based characterization of Ottawa sand: shape , size , mineralogy , and elastic moduli. Cement and Concrete Composites , 83 , 36— Delft , Netherlands. Pleistocene glaciations in Estonia. In Quaternary Glaciations — Extent and Chronology. Vilnius University , Vilnius , 90 pp. Model test for the observation of cavity formation in sandy ground — with reference to ground water level and relative density. Development of data acquisition system for consolidated undrained triaxial test.

Some mechanical properties of Medininkai glacial period overconsolidated moraine clay. Graz University of Technology , Graz. Klasifikavimo principai ISO Anisotropic behaviour of opalinus clay through consolidated and drained triaxial testing in saturated conditions. Rock Mechanics and Rock Engineering , 51 , — Particle-based characterization of Ottawa sand: shape , size , mineralogy , and elastic moduli. Cement and Concrete Composites , 83 , 36— Delft , Netherlands.

Quaternary Climate Change

Pleistocene glaciations in Estonia. In Quaternary Glaciations — Extent and Chronology. Vilnius University , Vilnius , 90 pp.


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  2. Pleistocene glaciation of Fenland, England, and its implications for evolution of the region.
  3. Associated Data;

Model test for the observation of cavity formation in sandy ground — with reference to ground water level and relative density. Development of data acquisition system for consolidated undrained triaxial test. Some mechanical properties of Medininkai glacial period overconsolidated moraine clay. Graz University of Technology , Graz. Klasifikavimo principai ISO Identification and Classification of Soil. Part 2: Principles for a Classification ] [in Lithuanian]. Quaternary stratigraphy and palaeogeography of Poland. Acta Geologica Polonica , 66 3 , - Improvement of engineering properties of Igbokoda standard sand with shredded polyethylene wastes.

Nigeria Journal of Technology , 34 , — The study on soilwater characteristic curve of bentonite-sand mixtures. Electronic Journal of Geotechnical Engineering , 14 , 1—8. Shear strength of granitic residual soil in saturated and unsaturated conditions. Vilnius , 13 pp.

Age and extent of the Scandinavian ice sheet in northwest Russia

Ground-penetrating radar and electrical resistivity tomography for mapping bedrock topography and fracture zones: a case study in Viru-Nigula , NE Estonia. Estonian Journal of Earth Sciences , 66 , — Mintis , Vilnius , pp. Applicability of small strain stiffness parameters for pile settlement calculation.

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Procedia Engineering , , — Pamatai ir pagrindai [ Foundation and Base ]. Technika , Vilnius , pp.

Tyre rubber and expansive soils: two hazards , one solution. Identification and implications of the London Clay Formation divisions from an engineering perspective. A numerical study of the effect of soil atmosphere interaction on the stability and serviceability of cut slopes in London clay. Canadian Geotechnical Journal , 54 , — Determination of peak and ultimate shear strength parameters of compacted clay.