“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”<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | Overview Recent Trends in Supported Excavation Practice <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | Fill Walls\u2014Recent Advances and Future Trends <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | Supported Excavations Overview Embedded Retaining Walls\u2014A European Perspective on Design Developments and Challenges <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | Performance of Deep Excavations in the Taipei Basin <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | Shoring System Innovations in the Puget Sound Area, Washington <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | Design Issues Displacement-Based Design for Deep Excavations <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | Assessment of Excavation-Induced Building Damage <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | Recommendations for Assessing Bending Moments for Stiff Wall Systems <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | Steel Sheet Pile Used as Permanent Foundation and Retention Systems\u2014Design and Construction <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | ADAPTATION: Block 75 Redevelopment Shoring and Dewatering <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | Difficult Geologic Conditions Mandate Retaining Wall Redesign <\/td>\n<\/tr>\n | ||||||
| 168<\/td>\n | Direct Approach for Designing an Excavation Support System to Ground Movements <\/td>\n<\/tr>\n | ||||||
| 176<\/td>\n | Development of Project-Specific p-y Curves for Drilled Shaft Retaining Wall Design <\/td>\n<\/tr>\n | ||||||
| 184<\/td>\n | Tiedback Excavations Behavior of Tiedback H-Beam Walls and Recommendations for Their Design <\/td>\n<\/tr>\n | ||||||
| 202<\/td>\n | Case History: Investigating the Risks Associated with Allowing Temporary Tiebacks to Remain Stressed <\/td>\n<\/tr>\n | ||||||
| 210<\/td>\n | Load Transfer Mechanism of Small-Diameter Grouted Anchors <\/td>\n<\/tr>\n | ||||||
| 218<\/td>\n | Diaphragm Walls at the Canton Dam Auxiliary Spillway <\/td>\n<\/tr>\n | ||||||
| 227<\/td>\n | Innovations and Advances in Tied-Back Soldier Pile Shoring in Seattle <\/td>\n<\/tr>\n | ||||||
| 235<\/td>\n | Selection and Construction of a Permanent Anchored Soldier Pile Wall <\/td>\n<\/tr>\n | ||||||
| 243<\/td>\n | Soil Nail Support Thoughts on Soil Nail Testing and Design <\/td>\n<\/tr>\n | ||||||
| 250<\/td>\n | Soil Nail and Shotcrete Earth Retention for Construction of a Coal Plant Rotary Railcar Dump and Conveyor <\/td>\n<\/tr>\n | ||||||
| 258<\/td>\n | Permanent Soil Nail Wall Utilizing Chemical Grout Stabilization <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | Soil Nailing in Glacial Till: A Design Guide Evaluation Based on Irish and American Field Sites <\/td>\n<\/tr>\n | ||||||
| 276<\/td>\n | Results of an Instrumented Helical Soil Nail Wall <\/td>\n<\/tr>\n | ||||||
| 284<\/td>\n | Innovative Waterfront Retaining Wall System Saves a Condominium <\/td>\n<\/tr>\n | ||||||
| 292<\/td>\n | Quality Assurance of Soil Nail Grout for Provo Canyon Reconstruction Project <\/td>\n<\/tr>\n | ||||||
| 300<\/td>\n | Hollow Core versus Solid Bar Soil Nails for Support Applications in Karst Terrain: What We Learned! <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | Soil Mixed Walls Prototype Test of Soil-Cement Shoring Walls for the Transbay Transit Center, San Francisco <\/td>\n<\/tr>\n | ||||||
| 317<\/td>\n | Cutter Soil Mixing Excavation and Shoring in Seattle\u2019s Pioneer Square District <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | Cutter Soil Mixed Wall Shoring and Seepage Cut Off Office Building near Waterfront <\/td>\n<\/tr>\n | ||||||
| 332<\/td>\n | Earth Retention Using the TRD Method <\/td>\n<\/tr>\n | ||||||
| 340<\/td>\n | Case Studies Influence of Tip Movements on Inclinometer Readings and Performance of Diaphragm Walls in Deep Excavations <\/td>\n<\/tr>\n | ||||||
| 348<\/td>\n | Design and Construction of an Innovative Shoring System at a Challenging Urban Site in Seattle, Washington <\/td>\n<\/tr>\n | ||||||
| 356<\/td>\n | Design and Construction of an Underpinning and Earth-Retaining System for Lehigh Valley Hospital Building <\/td>\n<\/tr>\n | ||||||
| 366<\/td>\n | Design of an Anchored, Cast-in-Place, Backfilled Retaining Wall <\/td>\n<\/tr>\n | ||||||
| 373<\/td>\n | Design and Construction of Circular Cofferdams for Earth Retention in a Flyash Disposal Basin <\/td>\n<\/tr>\n | ||||||
| 381<\/td>\n | Design and Construction of Temporary Excavation Support at a Water Intake Structure <\/td>\n<\/tr>\n | ||||||
| 389<\/td>\n | Recent Advances in the Top-Down Construction of a 26.4 Meter Deep Soil Nail Retention System\u2014Bellevue Technology Tower <\/td>\n<\/tr>\n | ||||||
| 396<\/td>\n | The Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | Excavation Support for Jacking and Receiving Shafts on the East Boston Sewer Relief Project <\/td>\n<\/tr>\n | ||||||
| 414<\/td>\n | Jet Grout Dike for Temporary Excavation Support in Soft Clay <\/td>\n<\/tr>\n | ||||||
| 422<\/td>\n | Instrumentation of Underpinning Piles in a 94-ft Deep Excavation <\/td>\n<\/tr>\n | ||||||
| 431<\/td>\n | Innovative Use of Jet Grouting for Earth Retention, Underpinning, and Water Control <\/td>\n<\/tr>\n | ||||||
| 443<\/td>\n | Mechanically Stabilized Earth Retaining Walls Overview A Perspective on Mechanically Stabilized Earth Walls: Pushing the Limits or Pulling Us Down? <\/td>\n<\/tr>\n | ||||||
| 456<\/td>\n | Facing Displacements in Geosynthetic Reinforced Soil Walls <\/td>\n<\/tr>\n | ||||||
| 474<\/td>\n | Recent Research and Future Implications of the Actual Behavior of Geogrids in Reinforced Soil <\/td>\n<\/tr>\n | ||||||
| 492<\/td>\n | Design Issues Applying Lessons Learned in the Past 20 Years of MSE Wall Design and Construction <\/td>\n<\/tr>\n | ||||||
| 500<\/td>\n | Sustainability Measures for MSE Walls and Baseline Environmental Impact Evaluations <\/td>\n<\/tr>\n | ||||||
| 508<\/td>\n | Mobilization of Reinforcement Tension within Geosynthetic-Reinforced Soil Structures <\/td>\n<\/tr>\n | ||||||
| 516<\/td>\n | Factors Affecting the Development of MSE Wall Reinforcement Strain <\/td>\n<\/tr>\n | ||||||
| 526<\/td>\n | Coherent Gravity: The Correct Design Method for Steel-Reinforced MSE Walls <\/td>\n<\/tr>\n | ||||||
| 536<\/td>\n | Effects of Second-Order Design Factors on the Behavior of MSE Walls <\/td>\n<\/tr>\n | ||||||
| 545<\/td>\n | Design and Procurement Challenges for MSE Structures: Options Going Forward <\/td>\n<\/tr>\n | ||||||
| 553<\/td>\n | Effects of Corrosion Aggressiveness on MSE Wall Stability in Nevada <\/td>\n<\/tr>\n | ||||||
| 562<\/td>\n | Mechanisms That Generate Pullout Resistance of Steel Chain in Non-Cohesive Soils <\/td>\n<\/tr>\n | ||||||
| 570<\/td>\n | Effect of Soil Properties and Reinforcement Length on Mechanically Stabilized Earth Wall Deformations <\/td>\n<\/tr>\n | ||||||
| 578<\/td>\n | Case Studies Re-Visiting MSE Walls 20 Years after Construction: A Case History of Evaluation for Continued Use <\/td>\n<\/tr>\n | ||||||
| 586<\/td>\n | Heeding Nature\u2019s Call: Replacing MSE Wall with a Bridge <\/td>\n<\/tr>\n | ||||||
| 594<\/td>\n | Collapse of MSE Wall Panels Due to the Effects of Freezing Temperatures <\/td>\n<\/tr>\n | ||||||
| 602<\/td>\n | Lessons Learned from Settlement of Three Highway Embankment MSE Walls <\/td>\n<\/tr>\n | ||||||
| 610<\/td>\n | Case History\u2014Olympic Sculpture Park MSE Structures <\/td>\n<\/tr>\n | ||||||
| 618<\/td>\n | Geosynthetic Reinforced Soil Walls As Integral Bridge Abutment Walls <\/td>\n<\/tr>\n | ||||||
| 626<\/td>\n | Preliminary Results for a GRS Integrated Bridge System Supporting a Large Single Span Bridge <\/td>\n<\/tr>\n | ||||||
| 634<\/td>\n | Seismic Evaluation of Retention Systems Seismic Design Considerations for Underground Box Structures <\/td>\n<\/tr>\n | ||||||
| 652<\/td>\n | Seismic Displacement Design of Earth Retaining Structures <\/td>\n<\/tr>\n | ||||||
| 670<\/td>\n | Seismic Earth Pressures: Fact or Fiction? <\/td>\n<\/tr>\n | ||||||
| 688<\/td>\n | Seismic Design and Performance of Retaining Structures <\/td>\n<\/tr>\n | ||||||
| 702<\/td>\n | Seismic Response of Retaining Wall with Anisotropic Backfills <\/td>\n<\/tr>\n | ||||||
| 710<\/td>\n | On Seismic Design of Retaining Walls <\/td>\n<\/tr>\n | ||||||
| 718<\/td>\n | Seismic Deformation of Back-to-Back Mechanically Stabilized Earth MSE) Walls <\/td>\n<\/tr>\n | ||||||
| 726<\/td>\n | The Golden Ears Bridge Design-Build Project: Stabilizing Abutment-Wall System for Unnamed Creek Bridge <\/td>\n<\/tr>\n | ||||||
| 734<\/td>\n | Numerical Analyses of Retention Systems Re-Analysis of Deep Excavation Collapse Using a Generalized Effective Stress Soil Model <\/td>\n<\/tr>\n | ||||||
| 746<\/td>\n | One North Station Excavation in 30m of Jurong Residual Soils in Singapore <\/td>\n<\/tr>\n | ||||||
| 754<\/td>\n | Numerical Study on a New Strut-Free Counterfort Embedded Wall in Singapore <\/td>\n<\/tr>\n | ||||||
| 762<\/td>\n | Design of Permanent Soil Nail Walls Using Numerical Modeling Techniques <\/td>\n<\/tr>\n | ||||||
| 770<\/td>\n | Finite-Element Analysis of Lateral Pressures on Rigid Non-Yielding Retaining Walls with EPS Geofoam Inclusion <\/td>\n<\/tr>\n | ||||||
| 778<\/td>\n | An Un-Conventional Earth Retaining Structure <\/td>\n<\/tr>\n | ||||||
| 786<\/td>\n | Study of Mechanically Stabilized Earth Structure Supporting Integral Bridge Abutment <\/td>\n<\/tr>\n | ||||||
| 794<\/td>\n | 3D Numerical Analysis of Construction Process for Tunnelling of Donghu Metro Station <\/td>\n<\/tr>\n | ||||||
| 800<\/td>\n | Load and Resistance Factor Design Implications of Modern Design Codes for Earth Retaining Structures <\/td>\n<\/tr>\n | ||||||
| 818<\/td>\n | Design of Deep Excavations with FEM\u2014Influence of Constitutive Model and Comparison of EC7 Design Approaches <\/td>\n<\/tr>\n | ||||||
| 832<\/td>\n | Advantages and Limitations of Ultimate Limit State Design Methods for Braced Excavations <\/td>\n<\/tr>\n | ||||||
| 840<\/td>\n | LRFD for Earth Retaining Structures in U.S. Transportation Practice <\/td>\n<\/tr>\n | ||||||
| 858<\/td>\n | Metal Loss for Metallic Reinforcements and Implications for LRFD Design of MSE Walls <\/td>\n<\/tr>\n | ||||||
| 868<\/td>\n | Other Walls Rockery Design and Construction Guidelines <\/td>\n<\/tr>\n | ||||||
| 876<\/td>\n | Lateral Pressure Reduction on Earth-Retaining Structures Using Geofoams: Correcting Some Misunderstandings <\/td>\n<\/tr>\n | ||||||
| 884<\/td>\n | NPS Retaining Wall Inventory and Assessment Program (WIP): 3,500 Walls Later <\/td>\n<\/tr>\n | ||||||
| 892<\/td>\n | Landslide Stabilization The Stabilization of Major Landslides Using Drilled and Grouted Elements <\/td>\n<\/tr>\n | ||||||
| 908<\/td>\n | Prehistoric Landslide Stabilization with Ground Anchors and Surface Reaction Pads <\/td>\n<\/tr>\n | ||||||
| 916<\/td>\n | Permanent Slope Protection in Highly Seismic and Landslide-Prone Area Using Multi-Level Anchored Aligned Pile Wall <\/td>\n<\/tr>\n | ||||||
| 924<\/td>\n | Using Tieback Anchors to Stabilize an Active Landslide in San Juan Capistrano, California <\/td>\n<\/tr>\n | ||||||
| 934<\/td>\n | Design of Drilled Shafts to Enhance Slope Stability <\/td>\n<\/tr>\n | ||||||
| 942<\/td>\n | Stabilization of a 70-ft-High Side-Hill Fill in West Virginia <\/td>\n<\/tr>\n | ||||||
| 951<\/td>\n | Indexes Author Index A B C C D E F G <\/td>\n<\/tr>\n | ||||||
| 952<\/td>\n | H I J K L M N O P R <\/td>\n<\/tr>\n | ||||||
| 953<\/td>\n | S T U V W Y Z <\/td>\n<\/tr>\n | ||||||
| 955<\/td>\n | Subject Index A B C D E F G H I <\/td>\n<\/tr>\n | ||||||
| 956<\/td>\n | J K L M N O P Q R S T <\/td>\n<\/tr>\n | ||||||
| 957<\/td>\n | U W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Earth Retention Conference 3<\/b><\/p>\n |