||Commentary on the Selection, Design and Specification of Ground Improvement for Mitigation of Earthquake-Induced Liquefaction (Vol. 7 No. 1)
||The Ground Improvement Committee of DFI
||Liquefaction Mitigation Synthesis Report (Vol. 7 No. 1)
||Timothy C. Siegel, P.E., G.E., D.GE
||Grouted Micropiles for Foundation Remediation in Expansive Soil (8th Michael W. O'Neil Lecture) (Vol. 7 No. 1)
||John D. Nelson, Ph.D., P.E., D.GE.; Kuo-Chieh Chao, Ph.D., P.E.; Daniel D. Overton, M.S., P.E.; Zachary P. Fox, M.S.; and Jesse S. Dunham-Friel, M.S., P.E.
||Relationship between Installation Torque and Axial Capacities of Helical Piles in Cohesive Soils (Vol. 7 No. 1)
||Mohammed Sakr, Ph.D., P.Eng.
||Ultimate Lateral Resistance of Piles in Cohesive Soil (Vol. 7 No. 1)
||Lassaad Hazzar, Mourad Karray, Mounir Bouassida and Mahmoud N. Hussien
||TECHNICAL NOTE: Direct Solution of the Brinch-Hansen 90% Pile Ultimate Failure Load (Vol. 7 No. 1)
||Don W. Dotson, Ph.D., PE, DGE
||A Driveability Study of Precast Concrete Piles in Dense Sand (Vol. 7 No. 2)
||Paul Doherty and David Igoe
||Ant Colony Optimization Method for Design of Piled-Raft Foundations (DFI 2013 Student Paper Competition Winner) (Vol. 7 No. 2)
||Hessam Yazdani, Kianoosh Hatami and Elahe Khosravi
||Piezocone Penetration Testing in Florida High Pile Rebound Soils (Vol. 7 No. 2)
||Fauzi Jarushi, Ph.D.; Paul J. Cosentino, Ph.D., P.E.; Edward H. Kalajian, Ph.D., P.E.
||Factors Affecting the Reliability of Augered Cast-In-Place Piles in Granular Soil at the Serviceability Limit State (DFI 2013 Young Professor Paper Competition Winner) (Vol. 7 No. 2)
||Armin W. Stuedlein, Ph.D., P.E. and Seth C. Reddy, E.I.
||A Review of the Design Formulations for Static Axial Response of Deep Foundations from CPT Data (DFI 2013 Student Paper Competition Runner-Up) (Vol. 7 No. 2)
||Fawad S. Niazi, Dr. Paul W. Mayne (Research Advisor)