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Engineering geologic evaluation of overcompacted claystone, new metro line, Budapest

Barsi, Ildikó and Görög, Péter and Török, Ákos (2012) Engineering geologic evaluation of overcompacted claystone, new metro line, Budapest. Central European Geology, 55 (3). pp. 223-240. ISSN 1788-2281

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Abstract

Abstract The Oligocene clay units in the Budapest area along the new metro (subway) line show different properties than most others. They are denser and of greater strength than most of the unconsolidated ones. This paper provides an overview of their engineering geologic properties using nearly 4700 physical parameter data. These data were obtained from cores representing sampling intervals of the Kiscell Clay, on the Buda side of the Danube River. Seventeen engineering geologic parameters were used in the description of the clay. The parameter analyses show that the clay behaves as a soft rock rather than a soil.

Item Type: Article
Subjects: Q Science / természettudomány > QE Geology / földtudományok
Depositing User: xBarbara xBodnár
Date Deposited: 20 Jun 2017 15:16
Last Modified: 04 Apr 2023 12:56
URI: http://real.mtak.hu/id/eprint/55199

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