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Lehane, B. M., Randolph, Mark F. (2002) Evaluation of a Minimum Base Resistance for Driven Pipe Piles in Siliceous Sand. Journal of Geotechnical and Geoenvironmental Engineering, 128 (3). 198-205 doi:10.1061/(asce)1090-0241(2002)128:3(198)

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Reference TypeJournal (article/letter/editorial)
TitleEvaluation of a Minimum Base Resistance for Driven Pipe Piles in Siliceous Sand
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsLehane, B. M.Author
Randolph, Mark F.Author
Year2002 (March)Volume128
Issue3
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)1090-0241(2002)128:3(198)Search in ResearchGate
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Mindat Ref. ID9703453Long-form Identifiermindat:1:5:9703453:3
GUID0
Full ReferenceLehane, B. M., Randolph, Mark F. (2002) Evaluation of a Minimum Base Resistance for Driven Pipe Piles in Siliceous Sand. Journal of Geotechnical and Geoenvironmental Engineering, 128 (3). 198-205 doi:10.1061/(asce)1090-0241(2002)128:3(198)
Plain TextLehane, B. M., Randolph, Mark F. (2002) Evaluation of a Minimum Base Resistance for Driven Pipe Piles in Siliceous Sand. Journal of Geotechnical and Geoenvironmental Engineering, 128 (3). 198-205 doi:10.1061/(asce)1090-0241(2002)128:3(198)
In(2002, March) Journal of Geotechnical and Geoenvironmental Engineering Vol. 128 (3) American Society of Civil Engineers (ASCE)

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Lehane, B. M., Gavin, K. G. (2001) Base Resistance of Jacked Pipe Piles in Sand. Journal of Geotechnical and Geoenvironmental Engineering, 127 (6). 473-480 doi:10.1061/(asce)1090-0241(2001)127:6(473)
Zhang, Jianguo, Stewart, Douglas P., Randolph, Mark F. (2002) Modeling of Shallowly Embedded Offshore Pipelines in Calcareous Sand. Journal of Geotechnical and Geoenvironmental Engineering, 128 (5). 363-371 doi:10.1061/(asce)1090-0241(2002)128:5(363)
O’Neill, Michael W. (2002) Closure to “Side Resistance in Piles and Drilled Shafts” by Michael W. O’Neill. Journal of Geotechnical and Geoenvironmental Engineering, 128 (5). 450 doi:10.1061/(asce)1090-0241(2002)128:5(450)
Fellenius, Bengt H. (2002) Discussion of “Side Resistance in Piles and Drilled Shafts” by Michael W. O’Neill. Journal of Geotechnical and Geoenvironmental Engineering, 128 (5). 446-448 doi:10.1061/(asce)1090-0241(2002)128:5(446)
(2002) Reviewers. Journal of Geotechnical and Geoenvironmental Engineering, 128 (12). 1052-1054 doi:10.1061/(asce)1090-0241(2002)128:12(1052)
Elhakim, Amr F., Mayne, Paul W. (2002) Discussion of “Side Resistance in Piles and Drilled Shafts” by Michael W. O’Neill. Journal of Geotechnical and Geoenvironmental Engineering, 128 (5). 448-449 doi:10.1061/(asce)1090-0241(2002)128:5(448)
Azevedo, Roberto F., Parreira, Alexandre B., Zornberg, Jorge G. (2002) Numerical Analysis of a Tunnel in Residual Soils. Journal of Geotechnical and Geoenvironmental Engineering, 128 (3). 227-236 doi:10.1061/(asce)1090-0241(2002)128:3(227)
Li, Xiang Song, Dafalias, Yannis F. (2002) Constitutive Modeling of Inherently Anisotropic Sand Behavior. Journal of Geotechnical and Geoenvironmental Engineering, 128 (10). 868-880 doi:10.1061/(asce)1090-0241(2002)128:10(868)
Ismail, Mostafa A., Joer, Hackmet A., Sim, Wee H., Randolph, Mark F. (2002) Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil. Journal of Geotechnical and Geoenvironmental Engineering, 128 (6). 520-529 doi:10.1061/(asce)1090-0241(2002)128:6(520)
Kokusho, Takeji, Kojima, Tetsuro (2002) Mechanism for Postliquefaction Water Film Generation in Layered Sand. Journal of Geotechnical and Geoenvironmental Engineering, 128 (2). 129-137 doi:10.1061/(asce)1090-0241(2002)128:2(129)
Shen, W. Y., Teh, C. I. (2002) Practical Solution for Group Stiffness Analysis of Piles. Journal of Geotechnical and Geoenvironmental Engineering, 128 (8). 692-698 doi:10.1061/(asce)1090-0241(2002)128:8(692)
 
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