Shear Load Transfer Characteristics of Drilled Shafts in Weathered Rocks
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 11
Abstract
The load distribution and deformation of drilled shafts subjected to axial loads were evaluated by a load-transfer approach. The emphasis was on quantifying the load-transfer mechanism at the interface between the shafts and surrounding highly weathered rocks based on a numerical analysis and on small-scale tension load tests performed on nine instrumented piles. An analytical method that takes into account the soil coupling effect was developed using a modified Mindlin's point load solution. Based on the analysis, a single-modified hyperbolic model is proposed for the shear transfer function of drilled shafts in highly weathered rocks. Through comparisons with field case studies, it is found that the prediction by the present approach is in good agreement with the general trend observed by in situ measurements, and thus represents a significant improvement in the prediction of load deflections of drilled shafts.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Baquelin, F. (1982). “Rules for the structural design of foundations based on the selfboring pressuremeter test.” Symp. on the Pressuremeter and Its Marine Application, IFP, Paris, 347–362.
2.
Castelli, F., Maugeri, M., and Motta, E. (1992). “Analisi non lineare del cedimento di un Palo Singolo.” Rivista Italiana di Geotechnica, 26(2), 115–135.
3.
Chang, M. F., and Wong, I. H. (1987). “Shaft friction of drilled piers in weathered rock.” Proc., 6th Int. Conf. on Rock Mechanics, ISRM, A. A. Balkema, Rotterdam, Brookfield, 313–318.
4.
Chow, Y. K., et al. (1990). “Negative skin friction on pile groups.” J. Numer. and Analytical Methods in Geomechanics, 14, 75–91.
5.
Coyle, H. M., and Reese, L. C. (1966). “Load transfer for axially loaded piles in clay.”J. Soil Mech. and Found. Div., ASCE, 92(2), 1–26.
6.
De Beer, E. (1986). “Different behavior of bored and driven piles.” Proc., 6th Danubian Conf. on Soil Mech. and Found. Engrg., 307–318.
7.
Deere, D. V. ( 1968). Geological considerations rock mechanics in engineering practice.” K. G. Stagg and O. C. Zienkiewicz, eds., Wiley, New York, 1–20.
8.
Engeling, D. E., and Reese, L. C. ( 1974). “Behavior of three instrumented drilled shafts under short term axial loading.” Res. Rep. 176-3, Ctr. for Hwy. Res., University of Texas, Austin, Tex.
9.
Ghionna, N. N., Jamiolkowski, M., Lancellotta, R., and Pedroni, S. (1993). “Base capacity of bored piles in sands from in situ tests.” Proc., 2nd Int. Geotech. Seminar on Deep Found. on Bored and Auger Piles, A. A. Balkema, Rotterdam, Brookfield, 67–75.
10.
Ghionna, V. N., Jamiolkowski, M., Pedroni, S., and Salgado, R. ( 1994). “The tip displacement of drilled shafts in sands.” Vertical and horizontal deformations of foundations and embankments. Geotech, Spec. Publ. No. 40, Vol. 2, 1039–1057.
11.
Goeke, P. M., and Hustad, P. A. (1979). “Instrumented drilled shafts in clay-shale.” Proc., Symp. on Deep Found., ASCE, New York, 149–165.
12.
Goodman, R. E. (1980). Introduction to rock mechanics. Wiley, New York, 317–325.
13.
Horvath, R. G., and Kenney, T. C. ( 1979). “Shaft resistance of rock-socketed drilled piers.” Proc., Symp. on Deep Found., ASCE, Atlanta, Ga., 182–214.
14.
Horvath, R. G., Kenney, T. C., and Kozicki, P. (1983). “Methods of improving the performance of drilled piers in weak rock.” Can. Geotech. J., Ottawa, 20, 758–772.
15.
Johnston, I. W. ( 1994). “Movement of foundations on rock.” Vertical and horizontal deformations of foundations and embankments. Geotech. Spec. Publ. No. 40, Vol. 2, 1703–1717.
16.
Kraft, L. M., Ray, R. P., and Kagawa, T. (1981). “Theoretical t-z curves.”J. Geotech. Engrg. Div., ASCE, 107(11), 1543–1561.
17.
Kuwabara F., and Poulos, H. G. (1989). “Downdrag forces in group of piles.”J. Geotech. Engrg., ASCE, 115(6), 806–818.
18.
Lee, S. G., and de Freitas, M. H. (1989). “A revision of the description and classification of weathered granite and its application to granites in Korea.” J. Engrg. Geol., 22(1), 31–48.
19.
Mattes, N. S., and Poulos, H. G. (1969). “Settlement of single compressible pile.”J. Soil Mech. and Found. Div., ASCE, 95(1), 189–207.
20.
O'Neill, M. W., and Hassan, K. M. (1994). “Drilled shafts: Effects of construction on performance and design criteria.” Proc., Int. Conf. on Des. and Constr. of Deep Found., Vol. 1, Federal Highway Administration, Orlando, Fla., 137–187.
21.
O'Neill, M. W., and Reese, L. C. (1970). “Behavior of axially loaded drilled shafts in Beatmont clay.” Res. Rep. 89-8, Ctr. for Hwy. Res., University of Texas, Austin, Tex.
22.
Poulos, H. G., and Davis, E. H. (1968). “The settlement behavior of single axially loaded incompressible piles and piers.” Géotechnique, London, 18, 351–371.
23.
Reese, L. C., and O'Neill, M. W. ( 1988). “Drilled shafts: Construction procedures and design methods.” Publ. No. FHWA-HI-88-042, Federal Highway Administration, Washington, D.C.
24.
Townsend, F. C., Dunkelberger, C. E., and Bloomquist, D. ( 1993). “Drilled shaft friction evaluation via pullout tests.” Design and performance of deep foundations: Piles and piers in soil and soft rock, Geotech. Spec. Publ. No. 38, P. P. Nelson, T. D. Smith, and E. C. Clukey, eds., ASCE, New York, 64–75.
25.
Webb, D. L. ( 1977). “Piling in weak rock-session 2.” Piles in Weak Rock, The Institution of Civil Engineers, 209–210.
26.
Vijayvergiya, V. N. (1977). “Load-movement characteristics of piles.” Proc., 4th Annu. Symp. of the Wtrwy., Port, Coast. and Oc. Div. of ASCE, ASCE, Long Beach, Calif., Vol. 2, 269–284.
Information & Authors
Information
Published In
History
Received: Apr 10, 1998
Published online: Nov 1, 1999
Published in print: Nov 1999
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.