GSP 180 honors Dr. John H. Schmertmann for his contributions to civil engineering and includes 17 papers by him as well as 28 invited papers on related geotechnical subjects.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | Selected papers The Undisturbed Consolidation Behavior of Clay <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | Generalizing and Measuring the Hvorslev Effective Components of Shear Resistance <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | Swell Sensitivity <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | Static Cone to Compute Static Settlement over Sand <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | Discussion of The Standard Penetration Test <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | Effects of In Situ Lateral Stress on Friction\u2014Cone Penetrometer Data <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | Dewatering Case History in Florida <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | Slope Effect on House Shrink-Swell Movements <\/td>\n<\/tr>\n | ||||||
| 159<\/td>\n | Dilatometers Settle In <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | Density Tests above Zero Air Voids Line <\/td>\n<\/tr>\n | ||||||
| 178<\/td>\n | A Design Theory for Compaction Grouting <\/td>\n<\/tr>\n | ||||||
| 192<\/td>\n | Conical Test Load Measuring Compressibility <\/td>\n<\/tr>\n | ||||||
| 199<\/td>\n | CPT’63(+)\u2014A History in the USA from a University of Florida Viewpoint <\/td>\n<\/tr>\n | ||||||
| 206<\/td>\n | Observations from Osterberg Cell Tests of Bored Piles <\/td>\n<\/tr>\n | ||||||
| 210<\/td>\n | Discussion of “Time for Development of Internal Erosion and Piping in Embankment Dams” by Robin Fell, Chi Fai Wan, John Cyganiewicz, and Mark Foster <\/td>\n<\/tr>\n | ||||||
| 212<\/td>\n | Estimating Slope Stability Reduction due to Rain Infiltration Mounding <\/td>\n<\/tr>\n | ||||||
| 222<\/td>\n | Invited Papers Schmertmann’s Swell Sensitivity\u2014Revisited <\/td>\n<\/tr>\n | ||||||
| 235<\/td>\n | Physical Modeling of Raft on Settlement Reducing Piles <\/td>\n<\/tr>\n | ||||||
| 259<\/td>\n | Simple Shear Testing and Behavior of Norwegian Quick Clays\u2014Revisited <\/td>\n<\/tr>\n | ||||||
| 280<\/td>\n | “Liquepaction”: Hydraulic Compaction of Soil near Rammed Piers <\/td>\n<\/tr>\n | ||||||
| 288<\/td>\n | From Theory to Implementation of a CPT-Based Probabilistic and Fuzzy Soil Classification <\/td>\n<\/tr>\n | ||||||
| 306<\/td>\n | Experimental and Analytical Investigation of Geogrid MSE Walls <\/td>\n<\/tr>\n | ||||||
| 321<\/td>\n | In Situ Tests by Seismic Dilatometer (SDMT) <\/td>\n<\/tr>\n | ||||||
| 341<\/td>\n | Analysis of Post-Installation Dynamic Load Test Data for Capacity Evaluation of Deep Foundations <\/td>\n<\/tr>\n | ||||||
| 360<\/td>\n | The Role of Ram Momentum in Pile Driving\u2014Part IV: Applications <\/td>\n<\/tr>\n | ||||||
| 380<\/td>\n | Design of Foundations for a Wind Turbine Employing Modern Principles <\/td>\n<\/tr>\n | ||||||
| 395<\/td>\n | Axial Pile Capacity of Large Diameter Cylinder Piles <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | Effective Stress Analysis and Set-up for Shaft Capacity of Piles in Clay <\/td>\n<\/tr>\n | ||||||
| 436<\/td>\n | Wave Forces on Bridge Decks during Hurricanes and Impact on the Foundation <\/td>\n<\/tr>\n | ||||||
| 446<\/td>\n | Vibration and Shear Wave Velocity Measurements at the 1-10 Blackwater River Bridge <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Mitigation of Liquefaction Potential of Silty Sands <\/td>\n<\/tr>\n | ||||||
| 481<\/td>\n | Loading Tests: Interpretation and Prediction of their Results <\/td>\n<\/tr>\n | ||||||
| 500<\/td>\n | The Easy Button for Driven Pile Setup: Dynamic Testing <\/td>\n<\/tr>\n | ||||||
| 518<\/td>\n | Downdrag in Pile Design: The Positive Aspects of Negative Skin Friction <\/td>\n<\/tr>\n | ||||||
| 536<\/td>\n | Anatomy of Foundation Performance Involving Three Grain Silos Systematically Loaded to Impending Failures <\/td>\n<\/tr>\n | ||||||
| 551<\/td>\n | Seepage through Rockfill Dams in Narrow Valleys <\/td>\n<\/tr>\n | ||||||
| 569<\/td>\n | Site Characterization Philosophy and Liquefaction Evaluation of Aged Sands\u2014A Savannah River Site and Bechtel Perspective <\/td>\n<\/tr>\n | ||||||
| 588<\/td>\n | Design and Construction of Earthen Reservoirs in Florida (1967-2007) <\/td>\n<\/tr>\n | ||||||
| 603<\/td>\n | Failure of the New Orleans 17th Street Canal Levee and Floodwall during Hurricane Katrina <\/td>\n<\/tr>\n | ||||||
| 623<\/td>\n | Geotechnical Issues for Closure of Ammonia Soda Ash Waste Ponds <\/td>\n<\/tr>\n | ||||||
| 645<\/td>\n | Slope Failure at a Major Cut for a Motorway in Austria\u2014Its Cause and Its Stabilisation <\/td>\n<\/tr>\n | ||||||
| 655<\/td>\n | Benefits of In-House Collaboration of Geotechnical and Structural Engineering Services <\/td>\n<\/tr>\n | ||||||
| 665<\/td>\n | The Quest for Quality in Deep Foundations <\/td>\n<\/tr>\n | ||||||
| 682<\/td>\n | Some Simple Methods I Used in Research and Practice <\/td>\n<\/tr>\n | ||||||
| 698<\/td>\n | Indexes Subject Index A B C D E F G H I L M N P <\/td>\n<\/tr>\n | ||||||
| 699<\/td>\n | Q R S T U V W <\/td>\n<\/tr>\n | ||||||
| 700<\/td>\n | Author Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" From Research to Practice in Geotechnical Engineering<\/b><\/p>\n |