Undrained shear strength of soft clays from push cone penetration test

Geotechnique

Volumn 51, Issue 2, 2001, Pages 167-168

  Mesri, G ^a  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

Cone penetration test; Soft clay; Undrained shear strength

Indexed keywords

CONE PENETRATION TEST; SHEAR STRENGTH; SOFT CLAY; UNDRAINED TEST;

EID: 0035295182     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.2.167     Document Type: Article

References (11)

1. Embankments on soft ground
2. New developments in field and laboratory testing of soils
3. Correlations between cone resistance and vane shear strength in some Scandinavian soft to medium stiff clays
4. New design procedure for stability of soft clays; discussion
5. u(mob) = 0.22 σ 'p using laboratory shear tests
6. Initial investigation of the soft clay test site at Bothkennar; discussion
7. The ultimate bearing capacity of foundation
8. The bearing capacity of clays