Effects and observations of surcharge load on the laboratory CBR and resilient modulus values of roadbed soil

Quarterly Journal of Engineering Geology and Hydrogeology

Volumn 35, Issue 1, 2002, Pages 89-95

  Razouki, Sabah S ^a   Al Shefi, Azhar M ^a  

^a AL NAHRAIN UNIVERSITY   (Iraq)

Author keywords

Bearing capacity; California bearing ratio; Highways; Laboratory studies; Stiffness

Indexed keywords

LOADS (FORCES); SAND; SOILS;

RESILIENT MODULUS;

GEOLOGY;

BEARING CAPACITY; ROAD CONSTRUCTION; SOIL STRENGTH;

EID: 0036172746     PISSN: 14709236     EISSN: None     Source Type: Journal    
DOI: 10.1144/qjegh.35.1.89     Document Type: Article

References (28)

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6. An alternative approach to soaked CBR
7. Resilient modulus predictive equation based on permanent deformation tests
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10. An analysis of the California bearing ratio test in saturated clays
11. The interpretation of repeated load parameters for a glacial subgrade from soil properties
12. A simple chart for the prediction of resilient modulus