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## Details

Genre/Form: | Electronic books |
---|---|

Additional Physical Format: | Print version: From soil behavior fundamentals to innovations in geotechnical engineering. Reston, Virginia : The American Society of Civil Engineers, 2014 (DLC) 2014000231 (OCoLC)868225774 |

Material Type: | Biography, Document, Internet resource |

Document Type: | Internet Resource, Computer File |

All Authors / Contributors: |
Roy E Olson; Magued Iskander; John Ernest Garlanger; Mohamad H Hussein; American Society of Civil Engineers,; American Society of Civil Engineers. Geo-Institute. |

OCLC Number: | 875450906 |

Description: | 1 online resource (xl, 644 pages) : illustrations |

Contents: | A Perspective on the Levee Failures in New Orleans from Hurricane Katrina -- Insights into the Performance Reliability of Offshore Piles Based on Experience in Hurricanes -- Long Term Field Measurement of Micro Meter Crack Response to Climatological and Blast Vibration Induced Effects -- The = 0 Concept : Review of its Theoretical Basis and Pragmatic Issues with Implementation -- Consolidation of Soils -- Variability and Uncertainty in Consolidation and Settlement Parameters from Different Sampling and Testing Methods -- Determination of the Time Rate of Radial Consolidation Using Laboratory Inflow Consolidation Testing -- Consolidation of Estuarine Marine Clays for Coastal Reclamation Using Vacuum and Surcharge Loading -- Hydraulic Conductivity and Compatibility of Bentonite for Hydraulic Containment Barriers -- Deformation and Shear Strength Behaviors of Overconsolidated Clay from Stress-Path Testing for a Deep Open Cut Excavation -- Comparison of DMT- and CPT-Correlated Constrained Moduli in Clayey and Silty Sands -- Estimating van Genuchten Parameters [lower-case alpha] and n for Clean Sands from Particle Size Distribution Data -- Pile Damage Prevention and Assessment Using Dynamic Monitoring and the Beta Method -- Capacities and Resistance Factors for Driven Piling in Illinois -- Pile Capacity in a Bouldery Stratum -- Time-Dependent Capacity Increase of Piles Driven in the Puget Sound Lowlands -- Bearing Capacity Reduction of Vibratory Installed Large Diameter Pipe Piles -- O-Cell Tests on Two 70 m Long Bored Piles in Vietnam -- Analysis of Settlement-Induced Bending Moments in Battered Piles -- Measurement of Ground Motion near Piles during Driving -- Effective Mitigation of Underwater Piling Noise -- Full Scale Field Study of Jack-In Piles -- The Mechanics of Friction Fatigue in Jacked Piles Installed in Sand -- A Framework for Analysis of Piles with Rectangular Cross Section -- Three-Dimensional Finite Element Modeling of Pile and Pile Group System Response -- Finite Element Analyses of Offshore Monopile Deflection Accumulation under Harmonic Loading -- Column Group Analyses for Stone Column Reinforced Foundation -- A Field Investigation of Pullout Resistance of Steel Anchors in Rock -- Thermo-Mechanical Characterization of a Full-Scale Energy Foundation -- Building a Framework for Predicting Foundation Settlements on Granular Soil with Dynamically Measured Properties. |

Series Title: | GSP (Series), no. 223. |

Responsibility: | sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Magued Iskander, John E. Garlanger, Mohamad H. Hussein. |

### Abstract:

"From Soil Behavior Fundamentals to Innovations in Geotechnical Engineering, GSP 233, honors the technical contribution of Roy Olson, Ph. D., P.E., NAE, Distinguished Member ASCE. This Geotechnical Special Publication contains a total of 51 papers, 21 authored or co-authored by Prof. Olson along with 30 peer-reviewed contemporary, invited or submitted papers. Olson's early work dealt with clay behavior, consolidation analyses, and compaction of unsaturated soils. His later work focused on applications of soil behavior in foundation and forensic engineering including axial capacity of piles in sand and clay, pull out capacity of suction caisson foundations, and failures of excavations and bulkhead structures. Contemporary innovations discussed in papers contributed to this volume include developments in consolidation analyses, modeling of shear strength, measurements of permeability, and interpretation of in-situ tests. Lessons learned from failures along with recent developments in foundation engineering such as characterization of energy piles, calculation of settlement from dynamic soil properties, developments in finite element modeling of foundations, mechanism of failure of jacked piles, mitigation of piling noise, and field load tests on a variety of foundations are also included"--Provided by publisher.

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