In Situ Assessment of Role of Surface Roughness on Interface Response
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 4
Abstract
Improved design methods that allow for more accurate prediction of interface performance are needed as the number and types of interface strength dependent geotechnical systems being used in practice continues to increase. Laboratory research performed in the past two decades has provided significant insight into interface behavior, primarily for material interfaces involving sand. With the recent development of the multisleeve friction penetrometer attachment, direct in situ measurements of interface sleeve stress can be obtained using multiple sleeves, each with a different surface roughness, in a single sounding. This paper presents the findings of extensive field investigations conducted at a sand site with the multisleeve friction penetrometer attachment to evaluate the performance of the device as well as the potential to determine the relationship between surface roughness and interface strength using in situ measurements.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The work performed in this study has been supported by the National Science Foundation Grant No. CMS-9978630. This support is gratefully acknowledged. The assistance of Denis Saussus in data reduction, Greg Hebeler in performing field tests, and Jim Shinn, David Timian, Steve Timian, Daren Nolet, and Ken McIntosh at Applied Research Associates-Vertek with the design and fabrication of the attachment is also gratefully acknowledged.
References
American Society for Testing and Materials (ASTM). (1995). “Standard test method for performing electronic friction cone and piezocone penetration testing of soils.” D 5578-95, Philadelphia, Pa.
Briaud, J. L. (1988). “Evaluation of cone penetration test methods using 98 pile load tests.” Penetration Testing 1988, ISOPT-1, 687–697.
Brumund, W. F., and Leonards, G. A. (1973). “Experimental study of static and dynamic friction between sand and typical construction materials.” J. Test. Eval., 1(2), 162–165.
Campanella, R. G., and Robertson, P. K. (1981). “Applied cone research.” Proc., Symp. on Cone Penetration Testing and Experience: Geotechnical Engineering Division, ASCE, 343–362.
Campanella, R. G., Robertson, P. K., Davies, M. P., and Sy, A. (1989). “Use of in situ tests in pile design.” Proc., 12th ICSMFE, Vol. 1, 199–204.
DeBeer, E. E. (1963). “The scale effect in the transposition of the results of deep sounding tests on the ultimate bearing capacity of piles and caisson foundations.” Geotechnique, 8(1), 39–75.
DeJong, J. T. (2001). “Investigation of particulate-continuum interface mechanisms and their assessment through a multi-friction sleeve penetrometer attachment.” PhD thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta.
DeJong, J. T, and Frost, J. D. (2002). “A multi-friction sleeve attachment for the cone penetrometer.” Geotech. Test. J., 25(2), 111–127.
DeJong, J. T., Frost, J. D., and Sacs, M. (2000). “Relating quantitative measures of surface roughness and hardness to geomaterial interface strength.” Proc., of GeoEng2000, (CD-ROM), Sydney, Australia.
Dove, J. E., and Frost, J. D. (1999). “Peak friction behavior of smooth geomembrane-particle interfaces.” J. Geotech. Geoenviron. Eng., 125(7), 544–555.
Eslami, A., and Fellenius, B. H. (1997). “Pile capacity by direct CPT and CPT methods applied to 102 case histories.” Can. Geotech. J., 34, 886–904.
Frost, J. D., and DeJong, J. T. (2001). “A new multi-friction sleeve attachment.” Proc. 15th XVth Int. Conf. on Soil Mechanics and Geotechnical Engineering, Vol. 1, Istanbul, Spain 91–94.
Frost, J. D., DeJong, J. T., and Recalde, M. (2002). “Shear failure behavior at granular-continuum interfaces.” Eng. Fract. Mech., 69(17), 2029–2048.
Frost, J. D., and Han, J. (1999). “Behavior of interfaces between fiber-reinforced polymers and sands.” J. Geotech. Geoenviron. Eng., 125(8), 633–640.
Frost, J. D., Lee, S. W., and Cargill, P. E. (1999). “The evolution of sand structure adjacent to geomembranes.” Proc. of Geosynthetics ’99 Conf., Vol. 1, 559–573.
Jekel, J. W. A. (1988). “Wear of the friction sleeve and its effect on the measured local friction,” Proc. Penetration Testing 1998, ISOPT-1, Vol. 2, Orlando, Fla, 805–808.
Hebeler, G. L., Frost, J. D., and Shinn, J. D. (2004). “A framework for using textured friction sleeves at sites traditionally problematic for CPT,” Proc., ISC2 Conference, Porto, Portugal, 1, 693–699.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, Blackie Academic & Professional, New York.
Meyerhof, G. G. (1956). “Penetration tests and bearing capacity of cohesionless soils.” J. Soil Mech. Found. Div., 82(1), 1–19.
Paikowsky, S. G., Player, C. M., and Connors, P. J. (1995). “A dual interface apparatus for testing unrestricted friction of soil along solid surfaces,” Geotech. Test. J., 18(2), 168–193.
Potyondy, J. G. (1961). “Skin friction between various soils and construction materials.” Geotechnique, 11, 339–355.
Robertson, P. K. (1990). “Soil classification using the cone penetration test.” Can. Geotech. J., 27(1), 151–158.
Saussus, D. R. (2001). “Probabilistic distribution of ultimate axial pile resistance derived from propagation of epistemic and aleatory material and model uncertainties.” PhD thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta.
Tanaka, H. (1995). “National report—The current state of CPT in Japan.” Proc., CPT ’95, Vol. 1, 115–124.
Uesugi, M., and Kishida, H. (1986). “Frictional resistance at yield between dry sand and mild steel.” Soils Found., 26(4), 139–149.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Received: Sep 23, 2002
Accepted: Jul 14, 2004
Published online: Apr 1, 2005
Published in print: Apr 2005
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.