(DFIJ-V) DFI Journal: Vol V Subscription: 2 Issues (No. 1 Jun 2011 and No. 2 Dec 2011)

article# description author(s)
1759 Non-Destructive Testing, Evaluation and Optimization of Existing Deep Foundations for Re-Use along the East Coast (Vol. 5 No. 1) Matthew E. Meyer, P.E.; Rudolph P. Frizzi, P.E., G.E., D.GE
1760 Theoretical and Experimental Investigation on Underwater Ground Anchors (Vol. 5 No. 1) Leonello Sciacca, Fausto Valmori, Cesare Melegari, Fabio Maletti, Maurizio Lenzi, Paola Campana, Vincenzo Padovani
1761 Slope Stabilisation of a Section of the Thirlmere Aqueduct by the Use of Spaced Micropiles and Permeation Grouting (Vol. 5 No. 1) David Preece, BEng, MSc, CEng, MICE
1762 Installation and Performance Characteristics of High Capacity Helical Piles in Cohesionless Soils (Vol. 5 No. 1) Mohammed Sakr, Ph.D., P.Eng.
1763 Behavior of Grouted Shaft Helical Anchors in Clay (Vol. 5 No. 1) Alan J. Lutenegger
1764 TECHNICAL NOTE: Simplified Settlement Model for a Shallow Foundation on Composite Ground with Rigid Piles (Vol. 5 No. 1) Timothy C. Siegel, P.E., D.GE
1765 Case History: Foundations for the New Mississippi River Bridge, St. Louis (Vol. 5 No. 2) Paul J. Axtell, Dan A. Brown
1766 Geotechnical Exploration Phase Drilled Shaft Load Testing (Vol. 5 No. 2) Walter E. Vanderpool, P.E.; Rick L. Chesnut, P.E.; Michael E. McGettigan, P.E.
1767 Lateral Load Testing Micropiles to Evaluate the Impact of Threaded Joints and Casing Embedment on Short Micropiles in Shallow Rock (Vol. 5 No. 2) J. Brian Anderson, Ph.D., P.E.; Michael R. Babalola, Ph.D.
1768 Hyperbolic P-Y Model for Static and Cyclic Lateral Loading Derived from Full-Scale Lateral Load Testing in Cemented Loess Soils (Vol. 5 No. 2) Steven Dapp, Dan A. Brown, Robert L. Parsons
1769 Determination of Pile Damage in Concrete Piles (Vol. 5 No. 2) Gerald E.H. Verbeek, Peter Middendorp
1770 TECHNICAL NOTE: Hollow Threaded Rebar for Cross Hole Sonic Logging Access Tubes Combined with Longitudinal Concrete Reinforcing in Drilled Shafts (Vol. 5 No. 2) Josef K. Alter, M S Eng.