Measurement of base and subgrade layer stiffness using bender element technique

Geotechnical Special Publication

Volumn , Issue 123, 2004, Pages 35-45

  Zeng, Xiangwu ^a   Ludwig Figueroa, J ^a   Fu, Lei ^a  

^a Case Western Reserve University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDER ELEMENT TECHNIQUE; CALIFORNIA BEARING-RATIO (CBR);

COMPACTION; COST EFFECTIVENESS; ELASTIC MODULI; HIGHWAY ENGINEERING; LABORATORIES; STIFFNESS; VIBRATIONS (MECHANICAL);

SOIL TESTING;

EID: 1642375783     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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2. e of Cohesionless Soils." ASCE Journal of Geotechnical Engineering, 119 (7), 1073-1093.
3. Jovicic, V., Coop, M.R., and Simic, M. (1996). "Objective Criteria for Determining Gmax from Bender Element Tests." Geotechnique, London, 46(2), 357-362.
4. Jovicic, V., and Coop, M. R. (1998). "The Measurement of Stiffness of Clays with Bender Element Tests in the Triaxial Apparatus." Geotechnical Testing Journal, ASTM, 21(1), 3-10.
5. o Conditions." Geotech. Testing J. ASTM, 13(2), 97-105.
6. Viggiani, G., and Atkinson, J. H. (1995). "Interpretation of Bender Element Tests." Geotechnique, 45(1), 149-154.
7. o Condition." Geotech. Testing J. ASTM, 21 (3), 251-263.
8. max of Sands and Its Measurements." ASCE Journal of Geotechnical and Geoenvironmental Engineering, 125 (9), 741-749.