Effect of Surface Texturing on CPT Friction Sleeve Measurements
Author:
Affiliation:
1. Student Member, ASCE
2. P.E., Member, ASCE
3. Member, ASCE
4. Res. Asst., School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332-0355.
5. Prof., School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA.
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%291090-0241%282001%29127%3A2%28158%29
Reference27 articles.
1. ASTM. ( 1994). “Standard test method for deep quasi-static cone and friction-cone penetration tests of soil.” D 3441-94 Philadelphia.
2. ASTM. ( 1995). “Standard test method for performing electronic friction cone and piezocone penetration testing of soils.” D 5578-95 Philadelphia.
3. Brumund W. F. and Leonards G. A. ( 1973). “Experimental study of static and dynamic friction between sand and typical construction materials.” J. Testing and Evaluation 1(2) 162–165.
4. Campanella R. G. and Robertson P. K. ( 1981). “Applied cone research.” Proc. Symp. on Cone Penetration Testing and Experience ASCE New York 343–362.
5. Cargill P. E. ( 1999). “The influence of friction sleeve roughness on cone penetration measurements.” MS thesis Georgia Institute of Technology Atlanta.
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