Title: Estimation of shear modulus G0 for clays

Authors: MARKOWSKA-LECH, K., BAJDA, M.

Keywords: shear modulus, SCPTU, triaxial tests, piezoelements, resonant column, cohesive soils

Abstract: The paper presents the advanced methods and devices using to determine the shear modulus in soils. A combination of field and laboratory tests was used to characterise the behaviour of a overconsolidated clays. The soil shear modulus at very small strain range G0 was estimated from the SCPTU and the bender elements tests as well as the resonant column tests.

APA style references: Markowska-Lech, K. & Bajda, M. (2016). Estimation of shear modulus G0 for clays. Scientific Review Engineering and Environmental Sciences, 25 (1), 3-12.

APA style citation in text: The first time citation in text: (Markowska-Lech & Bajda, 2016), next citation: (Markowska-Lech & Bajda, 2016)

Chicago style references: Markowska-Lech, Katarzyna, Marek Bajda. "Estimation of shear modulus G0 for clays." Scientific Review Engineering and Environmental Sciences, 71 ser., vol. 25, no 1, (2016): 3-12.

Chicago style citation in text: (Markowska-Lech, and Bajda 2016)

Bibtxt style references: @article{Markowska-Lech_Bajda_2016_PNIKS, author={Markowska-Lech, Katarzyna and Bajda, Marek}, language={polish}, title={Estimation of shear modulus G0 for clays.}, journal={Scientific Review Engineering and Environmental Sciences}, URL={http://iks.pn.sggw.pl/PN71/A1/art1.pdf}, year={2016}, volume={25 (1)}, number={71}, pages={3-12}}

Full text PDF (in Polish)

Go Back