Use of SPT Blow Counts to Estimate Shear Strength Properties of Soils: Energy Balance Approach-Reference-Cited by-同舟云学术

Use of SPT Blow Counts to Estimate Shear Strength Properties of Soils: Energy Balance Approach

Published:2009-06 Issue:6 Volume:135 Page:830-834
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hettiarachchi Hiroshan¹²,Brown Timothy¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Lawrence Technological Univ., 21000 West Ten Mile Rd., Southfield, MI 48075 (corresponding author).

2. Geotechnical Engineer, Patrick Energy Services, 19500 Victor Pkwy., Ste. 300, Livonia, MI 48152.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000016

Reference22 articles.

1. ASTM. (2008). “Standard test method for standard penetration test (SPT) and split-barrel sampling of soils.” Annual book of standards D 1586-08 American Society of Testing and Materials West Conshohocken Pa.

2. Brown T. and Hettiarachchi H. (2008). “Estimating shear strength properties of soils using SPT blow counts: An energy balance approach.” ASCE Geotechnical Special Publication No. 179.

3. Gibbs H. J. and Holtz W. G. (1957). “Research on determining the density of sand by spoon penetration test.” Proc. 4th ICSMFE Vol. 1 35–39.

4. Shear Modulus and Shear Strength of Cohesive Soils

5. Empirical Correlation Between Penetration Resistance and Internal Friction Angle of Sandy Soils

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