Closure to “Instrumented Static Load Test on Rock-Socketed Micropile” by Hoyoung Seo, Monica Prezzi, and Rodrigo Salgado
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Volume 141, Issue 6
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References
AASHTO. (2012). LRFD bridge design specifications, 5th Ed., Washington, DC.
Basu, D., and Salgado, R. (2014). “Closure to ‘load and resistance factor design for drilled shafts in sand’ by D. Basu and R. Salgado.” J. Geotech. Geoenviron. Eng., 07014002.
Briaud, J. L., Ballouz, M., and Nasr, G. (2000). “Static capacity prediction by dynamic methods for three bored piles.” J. Geotech. Geoenviron. Eng., 640–649.
Brown, D. A., Turner, J. P., and Castelli, R. J. (2010). “Drilled shafts: Construction procedures and LRFD design methods.”, Federal Highway Administration, U.S. Dept. of Transportation, McLean, VA.
BSI (British Standards Institution). (1986). “Code of practice for foundations.”, London.
Butler, H. D., and Hoy, H. E. (1977). “User’s manual for the Texas quick load method for foundation load testing.”, Federal Highway Administration, Office of Development, Washington, DC.
Chen, J.-R., and Kulhawy, F. H. (2010). “Axial load-displacement behavior of augered cast-in-place piles and pressure-injected footings.” Proc., GeoFlorida (GSP 199), D. Fratta, et al., eds., ASCE, Reston, VA, 1523–1532.
De Beer, E. E. (1968). “Proefondervindlijke bijdrage tot de studie van het grensdraag vermogen van zand onder funderingen op staal.”.
de Sanctis, L., and Mandolini, A. (2006). “Bearing capacity of piled rafts on soft clay soils.” J. Geotech. Geoenviron. Eng., 1600–1610.
England, M., and Fleming, W. G. K. (1994). “Review of foundation testing methods and procedures.” Proc., Inst. Civ. Eng. Geotech. Eng., 107(3), 135–142.
Fellenius, B. H. (1975). “Test load of piles and new proof testing procedure.” J. Geotech. Eng. Div., 101(GT9), 855–869.
FHWA (Federal Highway Administration). (2010). “Drilled shafts: Construction procedures and LRFD design methods.”, U.S. Dept. of Transportation, McLean, VA.
Finno, R. J. (2002). “Evaluation of capacity of micropiles embedded in dolomite.”, Infrastructure Technology Institute, Northwestern Univ., Evanston, IL.
Fleming, M., Weltman, A., Randolph, M. F., and Elson, K. (2009). Piling engineering, Taylor & Francis, London.
Foray, P., Balachowski, L., and Rault, G. (1998). “Scale effect in shaft friction due to the localisation of deformations.” Proc., Int. Conf. Centrifuge, Taylor & Francis, Oxford, U.K., 211–216.
Franke, E. (1989). “Co-report to discussion, session 13, on large diameter piles.” Proc., 12th ICSMGE, Balkema, Rotterdam, Netherlands.
Franke, E. (1993). “Design of bored piles, including negative skin friction and horizontal loading.” Proc., 2nd Int. Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, W. F. Van Impe, ed., Balkema, Rotterdam, Netherlands, 43–57.
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, Proc., Settlement, A. T. Yeung, and G. Félio, eds., Vol. 2, ASCE, New York, 1039–1057.
Irfan, T. Y., and Powell, G. E. (1995). “Foundation design of caissons on granitic and volcanic rocks.”, Geotechnical Engineering Office, Civil Engineering Dept., Hong Kong Government, Kowloon, Hong Kong.
ISSMFE Subcommittee on Field, and Laboratory Testing. (1985). “Axial pile loading test—Part 1: Static loading.” Geotech. Test. J., 8(2), 79–90.
Jardine, R., Chow, F., Overy, R., and Standing, J. (2005). ICP design methods for driven piles in sands and clays, Thomas Telford, London.
Joshi, R. C., Sharma, H. D., and Sparrow, D. G. (1989). “Comparison of pile load test methods.” Can. Geotech. J., 26(4), 742–744.
Kim, D., Bica, A. V. D., Salgado, R., Prezzi, M., and Lee, W. (2009). “Load testing of a closed-ended pipe pile driven in multilayered soil.” J. Geotech. Geoenviron. Eng., 463–473.
King, G. J. W., Dickin, E. A., Lyndon, A., and Wei, M. J. (2000). “The influence of rate of loading on the behaviour of continuous-flight-auger bored piles in soft clay.” Geotech. Geol. Eng., 18(2), 139–153.
Kodagoda, S. S. I., and Puswewala, U. G. A. (2002). “Numerical modelling of pile-rock interface in rock-socketed piles.” Transactions, The Institution of Engineers Sri Lanka, Vol. 1, Part B, 62–72.
Kulhawy, F. H., and Prakoso, W. A. (2001). “Foundations in carbonate rocks and Karst.” Foundations and ground improvement (GSP 113), T. L. Brandon, ed., ASCE, Reston, VA, 1–15.
Kulhawy, F. H., and Prakoso, W. A. (2007). “Issues in evaluating capacity of rock socket foundations.” Proc., 16th Southeast Asian Geotech. Conf., K. Yee, et al., eds., South East Asian Geotechnical Society, Klong Luang, Thailand, 51–61.
Kulhawy, F. H., Prakoso, W. A., and Akbas, S. O. (2005). “Evaluation of capacity of rock foundation sockets.” Alaska Rocks (Proc., 40th U.S. Symp. Rock Mech.), American Rock Mechanics Association, Alexandria, VA.
Lee, J. H., and Salgado, R. (1999). “Determination of pile base resistance in sands.” J. Geotech. Geoenviron. Eng., 673–683.
Leong, E. C., and Randolph, M. F. (1994). “Finite element modelling of rock-socketed piles.” Int. J. Numer. Anal. Methods Geomech., 18(1), 25–47.
Loukidis, D., and Salgado, R. (2008). “Analysis of the shaft resistance of non-displacement piles in sand.” Geotechnique, 58(4), 283–296.
Mayne, P. W., Harris, D. E. (1993). “Axial load-displacement behavior of drilled shaft foundation in Piedmont residium.”, Federal Highway Administration, Washington, DC.
McCabe, B. A., and Lehane, B. M. (2006). “Behavior of axially loaded pile groups driven in clayey silt.” J. Geotech. Geoenviron. Eng., 401–410.
O’Neill, M. W., and Reese, L. C. (1999). “Drilled shafts: Construction procedures and design methods.”, Federal Highway Administration, U.S. Dept. of Transportation, Washington DC.
Osterberg, J. O., and Gill, S. A. (1973). “Load transfer mechanism for piers socketed in hard soils or rock.” Proc., 9th Canadian Symp. on Rock Mechanics, Mines Branch, Dept. of Energy, Mines and Resources, Ottawa, 235–262.
Paik, K., and Salgado, R. (2003). “Determination of bearing capacity of open-ended piles in sand.” J. Geotech. Geoenviron. Eng., 46–57.
Paik, K., Salgado, R., Lee, J., and Kim, B. (2003). “Behavior of open- and closed-ended piles driven into sands.” J. Geotech. Geoenviron. Eng., 296–306.
Pells, P. J. N. (1999). “State of practice for the design of socketed piles in rock.” Proc., 8th Australia New Zealand Conf. on Geomechanics, Australian Geomechanics Society, Barton, ACT, Australia, 307–327.
Pells, P. J. N., and Turner, R. M. (1979). “Elastic solutions for the design and analysis of rock-socketed piles.” Can. Geotech. J., 16(3), 481–487.
Randolph, M. F. (2003). “Science and empiricism in pile foundation design.” Geotechnique, 53(10), 847–875.
Rowe, R. K., and Armitage, H. H. (1987a). “A design method for drilled piers in soft rock.” Can. Geotech. J., 24(1), 126–142.
Rowe, R. K., and Armitage, H. H. (1987b). “Theoretical solutions for axial deformation of drilled shafts in rock.” Can. Geotech. J., 24(1), 114–125.
Sagong, M., Paik, K., and Kim, D. (2007). “A new approach to estimate side resistance of rock socketed drilled shafts.” Soils Found., 47(2), 415–421.
Salgado, R. (2008). The Engineering of foundations, 1st Ed., McGraw-Hill, New York.
Seidel, J. P., and Collingwood, B. (2001). “A new socket roughness factor for prediction of rock socket shaft resistance.” Can. Geotech. J., 38(1), 138–153.
Seo, H., Prezzi, M. (2008). “Use of micropiles for foundations of transportation structures.”, Joint Transportation Research Program, Indiana Dept. of Transportation and Purdue Univ., West Lafayette, IN.
Seo, H., Yildirim, I. Z., and Prezzi, M. (2009). “Assessment of the axial load response of an H Pile driven in multilayered soil.” J. Geotech. Geoenviron. Eng., 1789–1804.
Serrano, A., and Olalla, C. (2004). “Shaft resistance of a pile embedded in rock.” Int. J. Rock Mech. Mining Sci., 41(1), 21–35.
Skempton, A. W. (1959). “Cast in situ bored piles in London clay.” Geotechnique, 9(4), 153–173.
Skempton, A. W., and MacDonald, D. H. (1956). “Allowable settlement of buildings.” Proc. Inst. Civ. Eng., 5(Pt. III), 727–768.
Tomlinson, M., and Woodward, J. (2008). Pile design and construction practice, Taylor & Francis, London.
Williams, A. F., and Pells, P. J. N. (1981). “Side resistance rock sockets in sandstone, mudstone, and shale.” Can. Geotech. J., 18(4), 502–513.
Xu, X., Schneider, J. A., and Lehane, B. M. (2008). “Cone penetration test (CPT) methods for end-bearing assessment of open- and closed-ended driven piles in siliceous sand.” Can. Geotech. J., 45(8), 1130–1141.
Zhang, L. (1999). “Analysis and design of drilled shafts in rock.” Ph.D. dissertation, Massachusetts Institute of Technology, Cambridge, MA.
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Received: Oct 23, 2014
Accepted: Nov 17, 2014
Published online: Jan 5, 2015
Published in print: Jun 1, 2015
Discussion open until: Jun 5, 2015
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