Maximum shear modulus measurement using bender elements in oedometer tests

 

This paper refers to the results obtained during oedometer tests equipped with bender elements. The influence of void ratio, stress history and anisotropy on the maximum shear modulus Go has been investigated for two Italian clays, such as Fucirm and Panigaglia. The first is a lightly overconsolidated, CaCO3 cemented, clay of lacustrine origin. The second is a very soft, normally consolidated silty clay.

 

This paper refers to the results obtained during oedometer tests equipped with bender elements. The influence of void ratio, stress history and anisotropy on the maximum shear modulus Go has been investigated for two Italian clays, such as Fucirm and Panigaglia. The first is a lightly overconsolidated, CaCO3 cemented, clay of lacustrine origin. The second is a very soft, normally consolidated silty clay.


  This pap …


AUTORI: Lo Presti D. C. F., Jamiolkowski M., Lancellotta R. Vercelli L.
RIG ANNO:1992 NUMERO:1
Numero di pagine: 5


Allegato: https://associazionegeotecnica.it/wp-content/uploads/2010/11/RIG_1993_1_5.pdf
Allegato:
Articolo completo: https://associazionegeotecnica.it/wp-content/uploads/2010/11/RIG_1993_1_5.pdf