ASCE 9780784409626 2008
$78.54
From Research to Practice in Geotechnical Engineering
Published By | Publication Date | Number of Pages |
ASCE | 2008 | 700 |
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.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Cover |
26 | Contents |
30 | Selected papers The Undisturbed Consolidation Behavior of Clay |
63 | Generalizing and Measuring the Hvorslev Effective Components of Shear Resistance |
74 | Swell Sensitivity |
78 | Static Cone to Compute Static Settlement over Sand |
111 | Discussion of The Standard Penetration Test |
121 | Effects of In Situ Lateral Stress on Friction—Cone Penetrometer Data |
124 | Dewatering Case History in Florida |
141 | Slope Effect on House Shrink-Swell Movements |
159 | Dilatometers Settle In |
162 | Density Tests above Zero Air Voids Line |
178 | A Design Theory for Compaction Grouting |
192 | Conical Test Load Measuring Compressibility |
199 | CPT’63(+)—A History in the USA from a University of Florida Viewpoint |
206 | Observations from Osterberg Cell Tests of Bored Piles |
210 | Discussion of “Time for Development of Internal Erosion and Piping in Embankment Dams” by Robin Fell, Chi Fai Wan, John Cyganiewicz, and Mark Foster |
212 | Estimating Slope Stability Reduction due to Rain Infiltration Mounding |
222 | Invited Papers Schmertmann’s Swell Sensitivity—Revisited |
235 | Physical Modeling of Raft on Settlement Reducing Piles |
259 | Simple Shear Testing and Behavior of Norwegian Quick Clays—Revisited |
280 | “Liquepaction”: Hydraulic Compaction of Soil near Rammed Piers |
288 | From Theory to Implementation of a CPT-Based Probabilistic and Fuzzy Soil Classification |
306 | Experimental and Analytical Investigation of Geogrid MSE Walls |
321 | In Situ Tests by Seismic Dilatometer (SDMT) |
341 | Analysis of Post-Installation Dynamic Load Test Data for Capacity Evaluation of Deep Foundations |
360 | The Role of Ram Momentum in Pile Driving—Part IV: Applications |
380 | Design of Foundations for a Wind Turbine Employing Modern Principles |
395 | Axial Pile Capacity of Large Diameter Cylinder Piles |
413 | Effective Stress Analysis and Set-up for Shaft Capacity of Piles in Clay |
436 | Wave Forces on Bridge Decks during Hurricanes and Impact on the Foundation |
446 | Vibration and Shear Wave Velocity Measurements at the 1-10 Blackwater River Bridge |
462 | Mitigation of Liquefaction Potential of Silty Sands |
481 | Loading Tests: Interpretation and Prediction of their Results |
500 | The Easy Button for Driven Pile Setup: Dynamic Testing |
518 | Downdrag in Pile Design: The Positive Aspects of Negative Skin Friction |
536 | Anatomy of Foundation Performance Involving Three Grain Silos Systematically Loaded to Impending Failures |
551 | Seepage through Rockfill Dams in Narrow Valleys |
569 | Site Characterization Philosophy and Liquefaction Evaluation of Aged Sands—A Savannah River Site and Bechtel Perspective |
588 | Design and Construction of Earthen Reservoirs in Florida (1967-2007) |
603 | Failure of the New Orleans 17th Street Canal Levee and Floodwall during Hurricane Katrina |
623 | Geotechnical Issues for Closure of Ammonia Soda Ash Waste Ponds |
645 | Slope Failure at a Major Cut for a Motorway in Austria—Its Cause and Its Stabilisation |
655 | Benefits of In-House Collaboration of Geotechnical and Structural Engineering Services |
665 | The Quest for Quality in Deep Foundations |
682 | Some Simple Methods I Used in Research and Practice |
698 | Indexes Subject Index A B C D E F G H I L M N P |
699 | Q R S T U V W |
700 | Author Index |