Shear modulus and damping ratio of a clay during undrained cyclic loading

Geotechnique

Volumn 51, Issue 5, 2001, Pages 467-470

  Teachavorasinskun, S ^a   Thongchim, P ^a   Lukkunaprasit, P ^a  

^a CHULALONGKORN UNIVERSITY   (Thailand)

Author keywords

Clays; Laboratory tests; Repeated loading; Stiffness

Indexed keywords

CLAY; CYCLIC LOADING; SHEAR MODULUS; UNDRAINED TEST;

EID: 0035382138     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.5.467     Document Type: Article

References (4)

1. Settlements of Bangna-Bangpakong highway on soft Bangkok clay
2. Effect of soil plasticity on cyclic response
3. Laboratory investigation of behaviour of soils under cyclic loading: A review
4. Effective stress response of clay to undrained cyclic load