ASCE EarthRetentionConference3 2010
$140.29
Earth Retention Conference 3
| Published By | Publication Date | Number of Pages |
| ASCE | 2010 | 957 |
“Proceedings of the 2010 Earth Retention Conference held in Bellevue, Washington, August 1-4, 2010. Sponsored by the Earth Retaining Structures Committee of the Geo-Institute of ASCE. This Geotechnical Special Publication contains 72 papers that examine the major developments over the past 20 years in the design and construction practice of earth-retaining structures worldwide. Topics include: supported excavations mechanically stabilized earth retaining walls seismic evaluation of retention systems numerical analyses of retention systems load and resistance factor design landslide stabilization”
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 8 | Contents |
| 15 | Overview Recent Trends in Supported Excavation Practice |
| 33 | Fill Walls—Recent Advances and Future Trends |
| 51 | Supported Excavations Overview Embedded Retaining Walls—A European Perspective on Design Developments and Challenges |
| 69 | Performance of Deep Excavations in the Taipei Basin |
| 83 | Shoring System Innovations in the Puget Sound Area, Washington |
| 96 | Design Issues Displacement-Based Design for Deep Excavations |
| 115 | Assessment of Excavation-Induced Building Damage |
| 135 | Recommendations for Assessing Bending Moments for Stiff Wall Systems |
| 143 | Steel Sheet Pile Used as Permanent Foundation and Retention Systems—Design and Construction |
| 151 | ADAPTATION: Block 75 Redevelopment Shoring and Dewatering |
| 160 | Difficult Geologic Conditions Mandate Retaining Wall Redesign |
| 168 | Direct Approach for Designing an Excavation Support System to Ground Movements |
| 176 | Development of Project-Specific p-y Curves for Drilled Shaft Retaining Wall Design |
| 184 | Tiedback Excavations Behavior of Tiedback H-Beam Walls and Recommendations for Their Design |
| 202 | Case History: Investigating the Risks Associated with Allowing Temporary Tiebacks to Remain Stressed |
| 210 | Load Transfer Mechanism of Small-Diameter Grouted Anchors |
| 218 | Diaphragm Walls at the Canton Dam Auxiliary Spillway |
| 227 | Innovations and Advances in Tied-Back Soldier Pile Shoring in Seattle |
| 235 | Selection and Construction of a Permanent Anchored Soldier Pile Wall |
| 243 | Soil Nail Support Thoughts on Soil Nail Testing and Design |
| 250 | Soil Nail and Shotcrete Earth Retention for Construction of a Coal Plant Rotary Railcar Dump and Conveyor |
| 258 | Permanent Soil Nail Wall Utilizing Chemical Grout Stabilization |
| 266 | Soil Nailing in Glacial Till: A Design Guide Evaluation Based on Irish and American Field Sites |
| 276 | Results of an Instrumented Helical Soil Nail Wall |
| 284 | Innovative Waterfront Retaining Wall System Saves a Condominium |
| 292 | Quality Assurance of Soil Nail Grout for Provo Canyon Reconstruction Project |
| 300 | Hollow Core versus Solid Bar Soil Nails for Support Applications in Karst Terrain: What We Learned! |
| 308 | Soil Mixed Walls Prototype Test of Soil-Cement Shoring Walls for the Transbay Transit Center, San Francisco |
| 317 | Cutter Soil Mixing Excavation and Shoring in Seattle’s Pioneer Square District |
| 325 | Cutter Soil Mixed Wall Shoring and Seepage Cut Off Office Building near Waterfront |
| 332 | Earth Retention Using the TRD Method |
| 340 | Case Studies Influence of Tip Movements on Inclinometer Readings and Performance of Diaphragm Walls in Deep Excavations |
| 348 | Design and Construction of an Innovative Shoring System at a Challenging Urban Site in Seattle, Washington |
| 356 | Design and Construction of an Underpinning and Earth-Retaining System for Lehigh Valley Hospital Building |
| 366 | Design of an Anchored, Cast-in-Place, Backfilled Retaining Wall |
| 373 | Design and Construction of Circular Cofferdams for Earth Retention in a Flyash Disposal Basin |
| 381 | Design and Construction of Temporary Excavation Support at a Water Intake Structure |
| 389 | Recent Advances in the Top-Down Construction of a 26.4 Meter Deep Soil Nail Retention System—Bellevue Technology Tower |
| 396 | The Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud |
| 406 | Excavation Support for Jacking and Receiving Shafts on the East Boston Sewer Relief Project |
| 414 | Jet Grout Dike for Temporary Excavation Support in Soft Clay |
| 422 | Instrumentation of Underpinning Piles in a 94-ft Deep Excavation |
| 431 | Innovative Use of Jet Grouting for Earth Retention, Underpinning, and Water Control |
| 443 | Mechanically Stabilized Earth Retaining Walls Overview A Perspective on Mechanically Stabilized Earth Walls: Pushing the Limits or Pulling Us Down? |
| 456 | Facing Displacements in Geosynthetic Reinforced Soil Walls |
| 474 | Recent Research and Future Implications of the Actual Behavior of Geogrids in Reinforced Soil |
| 492 | Design Issues Applying Lessons Learned in the Past 20 Years of MSE Wall Design and Construction |
| 500 | Sustainability Measures for MSE Walls and Baseline Environmental Impact Evaluations |
| 508 | Mobilization of Reinforcement Tension within Geosynthetic-Reinforced Soil Structures |
| 516 | Factors Affecting the Development of MSE Wall Reinforcement Strain |
| 526 | Coherent Gravity: The Correct Design Method for Steel-Reinforced MSE Walls |
| 536 | Effects of Second-Order Design Factors on the Behavior of MSE Walls |
| 545 | Design and Procurement Challenges for MSE Structures: Options Going Forward |
| 553 | Effects of Corrosion Aggressiveness on MSE Wall Stability in Nevada |
| 562 | Mechanisms That Generate Pullout Resistance of Steel Chain in Non-Cohesive Soils |
| 570 | Effect of Soil Properties and Reinforcement Length on Mechanically Stabilized Earth Wall Deformations |
| 578 | Case Studies Re-Visiting MSE Walls 20 Years after Construction: A Case History of Evaluation for Continued Use |
| 586 | Heeding Nature’s Call: Replacing MSE Wall with a Bridge |
| 594 | Collapse of MSE Wall Panels Due to the Effects of Freezing Temperatures |
| 602 | Lessons Learned from Settlement of Three Highway Embankment MSE Walls |
| 610 | Case History—Olympic Sculpture Park MSE Structures |
| 618 | Geosynthetic Reinforced Soil Walls As Integral Bridge Abutment Walls |
| 626 | Preliminary Results for a GRS Integrated Bridge System Supporting a Large Single Span Bridge |
| 634 | Seismic Evaluation of Retention Systems Seismic Design Considerations for Underground Box Structures |
| 652 | Seismic Displacement Design of Earth Retaining Structures |
| 670 | Seismic Earth Pressures: Fact or Fiction? |
| 688 | Seismic Design and Performance of Retaining Structures |
| 702 | Seismic Response of Retaining Wall with Anisotropic Backfills |
| 710 | On Seismic Design of Retaining Walls |
| 718 | Seismic Deformation of Back-to-Back Mechanically Stabilized Earth MSE) Walls |
| 726 | The Golden Ears Bridge Design-Build Project: Stabilizing Abutment-Wall System for Unnamed Creek Bridge |
| 734 | Numerical Analyses of Retention Systems Re-Analysis of Deep Excavation Collapse Using a Generalized Effective Stress Soil Model |
| 746 | One North Station Excavation in 30m of Jurong Residual Soils in Singapore |
| 754 | Numerical Study on a New Strut-Free Counterfort Embedded Wall in Singapore |
| 762 | Design of Permanent Soil Nail Walls Using Numerical Modeling Techniques |
| 770 | Finite-Element Analysis of Lateral Pressures on Rigid Non-Yielding Retaining Walls with EPS Geofoam Inclusion |
| 778 | An Un-Conventional Earth Retaining Structure |
| 786 | Study of Mechanically Stabilized Earth Structure Supporting Integral Bridge Abutment |
| 794 | 3D Numerical Analysis of Construction Process for Tunnelling of Donghu Metro Station |
| 800 | Load and Resistance Factor Design Implications of Modern Design Codes for Earth Retaining Structures |
| 818 | Design of Deep Excavations with FEM—Influence of Constitutive Model and Comparison of EC7 Design Approaches |
| 832 | Advantages and Limitations of Ultimate Limit State Design Methods for Braced Excavations |
| 840 | LRFD for Earth Retaining Structures in U.S. Transportation Practice |
| 858 | Metal Loss for Metallic Reinforcements and Implications for LRFD Design of MSE Walls |
| 868 | Other Walls Rockery Design and Construction Guidelines |
| 876 | Lateral Pressure Reduction on Earth-Retaining Structures Using Geofoams: Correcting Some Misunderstandings |
| 884 | NPS Retaining Wall Inventory and Assessment Program (WIP): 3,500 Walls Later |
| 892 | Landslide Stabilization The Stabilization of Major Landslides Using Drilled and Grouted Elements |
| 908 | Prehistoric Landslide Stabilization with Ground Anchors and Surface Reaction Pads |
| 916 | Permanent Slope Protection in Highly Seismic and Landslide-Prone Area Using Multi-Level Anchored Aligned Pile Wall |
| 924 | Using Tieback Anchors to Stabilize an Active Landslide in San Juan Capistrano, California |
| 934 | Design of Drilled Shafts to Enhance Slope Stability |
| 942 | Stabilization of a 70-ft-High Side-Hill Fill in West Virginia |
| 951 | Indexes Author Index A B C C D E F G |
| 952 | H I J K L M N O P R |
| 953 | S T U V W Y Z |
| 955 | Subject Index A B C D E F G H I |
| 956 | J K L M N O P Q R S T |
| 957 | U W |
