Normalizing the CPT for overburden stress

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 3, 2006, Pages 378-387

  Moss, R E S ^a   Seed, R B ^b   Olsen, R S ^c  

^a CALIFORNIA POLYTECHNIC STATE UNIVERSITY   (United States)

^b 109 McLaughlin Hall   (United States)

^c WATERWAYS EXPERIMENT STATION   (United States)

Author keywords

Cone penetration; Measurement; Stress

Indexed keywords

NUMERICAL ANALYSIS; SOIL LIQUEFACTION; STRESSES;

CONE PENETRATION TEST (CPT); LIQUEFACTION TRIGGERING ANALYSIS; OVERBURDEN STRESS; SOIL RESISTANCE; SOIL STRENGTH;

SOIL MECHANICS;

CONE PENETRATION TEST; OVERBURDEN;

SOIL RESISTANCE; STRESS;

EID: 32944468420     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:3(378)     Document Type: Review

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