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ASCE 9780784411650 2011

ASCE 9780784411650 2011

$134.33

Geo-Frontiers 2011

Published By Publication Date Number of Pages
ASCE 2011 4911
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GSP 211 contains 496 peer-reviewed papers, describing describe advances in research and application of geotechnologies, presented at Geo-Frontiers 2011, held in Dallas, Texas, March 13-16, 2011.

PDF Catalog

PDF Pages PDF Title
1 Cover
12 Table of Contents
50 Foundations and Ground Improvement
Deep Foundations I
Prediction of the Dynamic Soil-Pile Interaction under Coupled Vibration Using Artificial Neural Network Approach
60 Predicting Pile Setup (Freeze): A New Approach Considering Soil Aging and Pore Pressure Dissipation
69 High-Strain Dynamic Load Testing at the Bahia-San Vicente Bridge: Evaluation of Results against Design Values
76 A Reusable Instrumented Test Pile for Improved Pile Design
85 Improving Prediction of the Load-Displacement Response of Axially Loaded Friction Piles
95 Investigation of LRFD Resistance Factors with Consideration to Soil Variability along the Pile Length
105 Deep Foundations II
Geotechnical Aspects for Design and Performance of Floating Foundations
115 Osterberg Cell Load Testing on Helical Piles
124 Multi-Objective Foundation Optimization and Its Application to Pile Reuse
134 Subsurface Conditions and Foundation Solutions for the New Yankee Stadium
143 Helical Pile Acceptance Criteria, Design Guidelines, and Load Test Verification
152 Steel Fibers Reinforced Grouted and Fiber Reinforced Polymer Helical Screw Piles—A New Dimension for Deep Foundations Seismic Performance
162 Quantitative Support for a Qualitative Foundation Reuse Assessment Tool
171 Deep Foundations III
A New Model for Analysis of Laterally Loaded Piles
181 Elastic Analysis of Laterally Loaded Rectangular Piles
191 Lateral Deformation under the Side Slopes of Piled Embankments
201 Interpretation of Lateral Load Test of Batter Pile Group Using High Order Polynomials Curve Fitting
211 The Geotechnical Challenges Facing the Offshore Wind Sector
221 Towards an Uncertainty-Based Design of Foundations for Onshore Oil and Gas Environmentally Friendly Drilling (EFD) Systems
231 Deep Foundations IV
Site Monitoring and Development of Real-Time Monitoring Program for New Pneumatic Caisson Construction
241 Use of Settlement Reducing Auger Cast-in-Place Pile below a Mat Foundation
251 Field Measurements and Predictions of Concrete Temperatures in Large Diameter Drilled Shafts in Hawaii
261 Comparison of Drilled Shaft Design Methods for Drilled Shafts in Sand, Coarse Gravel, and Cobble Soils
271 Design and Construction of Drilled Shaft Foundations for the Phoenix Sky Train Project
281 Deep Foundations V
Tensile Response of Pile Groups under Compression Part 1: Experimental Investigations
292 Tensile Response of Pile Groups under Compression Part 2: Analysis
302 Behavior of Driven Piles in the Arabian Gulf—Consequences of Imperfections and Lessons Learned
312 Shaft Resistance of Piles in Normally Consolidating Marine Clay Subjected to Compressive and Uplift Load
322 Performance Data Collected from Instrumentation on a Mn/DOT Bridge Abutment Foundation Subject to Downdrag
332 Design of Shallow Foundations under Non-Uniform Loading and Subsurface Conditions I
Combined Analysis of Footing and Piles
342 On Shallow Foundation Design along the Coast of Qatar
352 Numerical Analysis of Soil Stress Distribution under Restrained and Eccentrically Loaded Footings Considering Soil Strength
361 Concepts and Problems in the Design of Foundations Subjected to Vibrations
371 Influence of Inclined Bedrock on Undrained Bearing Capacity of Shallow Strip Foundations
381 Bearing Capacity of Embedded Strip Footings in Two-Layered Clay Soils
391 Design of Shallow Foundations under Non-Uniform Loading and Subsurface Conditions II
Settlement Behavior of New Primary Crusher Foundation
401 Seismic Interference Effect of Two Nearby Square Footings
411 Performance Monitoring of Structures Founded on Coastal Plain Sediments in the SE United States
421 A New Approach for Non-Linear Load-Settlement Assessment of Shallow Foundations
431 Influence of Existing or Newly Constructed Pile on Flexible Circular Footing Settlement
441 Full Scale Footing Load and Settlement Response Case Study
449 Energy Foundations I
Selection of Material Used for Thermopiles for Recycling Heat within a Building
459 In Situ Testing of a Heat Exchanger Pile
469 Foundation Design for Installing Solar Harvesting Systems on Closed Landfills
479 Preliminary Observations from Laboratory Scale Model Geothermal Pile Subjected to Thermal-Mechanical Loading
489 Numerical Back-Analysis of Energy Pile Test at Lambeth College, London
499 Design and Operational Considerations of Geothermal Energy Piles
509 Energy Foundations II
Energy Foundations—Potential for Ireland
519 A Method for the Geotechnical Design of Heat Exchanger Piles
529 Study of Thermal Properties of a Basaltic Clay
537 Impact of Heat Exchange on Side Shear in Thermo-Active Foundations
548 Thermal Conductivity Evaluation of a Pile Group Using Geothermal Energy Piles
558 Ground Improvement I
Full Scale Trial Embankment Test—Acceleration of Consolidation Using the Rammed Aggregate Pier (RAP) System
568 Stress Corrosion Cracking and Delayed Increase in Penetration Resistance after Dynamic Compaction of Sand
578 Case Histories-Based Evaluation of the Deep Dynamic Compaction Technique on Municipal Solid Waste Sites
588 Influence of Granular Soil Constitutive Model when Simulating the Behavior of Geosynthetic Encased Columns
598 Lateral Displacements in Soft Soil Due to Installation of Vibro-Stone Columns Using the Dry Method
606 Mitigation of Liquefaction Potential Using Rammed Aggregate Piers
616 Consolidation of Ground with Partially Penetrated PVDs Combined with Vacuum Preloading
625 Ground Improvement II
Statistical Analysis for Strength Variation of Deep Mixing Columns in Singapore
634 Centrifuge Investigation of Seismic Behavior of Pile Foundations in Soft Clays
644 Numerical Analysis to Study the Scale Effect of Shallow Foundation on Reinforced Soils
654 Theoretical Analysis and Numerical Simulation of Vacuum Preloading in Combination with Electro-Osmosis Consolidation
665 Drained and Undrained Response of Soft Clays Reinforced with Fully Penetrating Sand Columns
675 Compaction Grouting As Ground Modification in Karst Geology
685 Evaluation of Two Vacuum Preloading Techniques Using Model Tests
695 Ground Improvement III: Laboratory Studies
Permanent Strain of Randomly Oriented Fiber Reinforced Rural Road Subgrade Soil under Repetitive Triaxial Loading
706 Effect of High Molar NaOH Solutions on Fly Ash
716 Compressive Strengths of Silicified Coarse and Fine Grained Soils
726 Undrained Shearing Properties of Sand Permeated with a Bentonite Suspension for Static Liquefaction Mitigation
736 Effect of a Cationic Surfactant on the Behavior of Acrylamide Grout and Grouted Sand
746 The Effect of Freezing-Thawing Cycles on Performance of Fly Ash Stabilized Expansive Soil Subbases
756 Ground Improvement IV: Soft or Clayey Soil Treatment
Effect of Polypropylene Fibre on the Strength Characteristics of Lightly Cemented Clayey Soil Mixtures
766 Geogrids Enable Site Access at Large Wind Farm—Technical Details and Case Study
777 New Jersey Turnpike, Interchange 16W: Embankments over Deep Soft Compressible Clays in the Meadowlands
787 Numerical Modeling of Dynamic Compaction in Cohesive Soils
797 The Characteristics of PVD Smear Zone
807 Mass Stabilization for Settlement Control of Shallow Foundations on Soft Organic Clayey Soils
817 Ground Improvement V: Design and Applications
Design and Construction of a Lightweight Material Embankment Supported on Timber Piles through a Load Transfer Platform
827 Stabilization of Soils with Portland Cement and CKD and Application of CKD on Slope Erosion Control
837 The Arching Phenomena Observed in Experimental Trap Door Model Tests
847 A Generalized Formulation of the Adapted Terzaghi Method of Arching in Column-Supported Embankments
855 Ground Improvement with Mechanically Stabilized Earth and Steep Surcharge Slopes near Existing Structures
865 Introduction to the Development of an Information Management System for Soil Mix Technology Using Artificial Neural Networks
875 Numerical Simulations and Parametric Study of SDCM and DCM Piles under Full Scale Axial and Lateral Loads
885 Geoenvironmental Engineering
Advances in Site Remediation Technologies I
Modeling of Heavy Metals Transport in High Acid Buffering Soil during Electrokinetic Remediation
895 Freeman’s Bridge Road Site Remediation Using Thermal Desorption
905 Geo-Environmental Approaches for the Remediation of Acid Sulphate Soil in Low-Lying Floodplains
915 An Experimental Setup for Electromagnetic Stimulation of Geoenvironmental Applications
924 Advances in Site Remediation Technologies II
Surfactant-Bimetallic Nanoparticle Colloidal Solutions to Remediate PCE Contaminated Soils
934 Molecular Dynamics (MD) Simulation of the Swelling Behavior of Organoclays
944 Testing the Efficiency of a Reactive Core Mat to Remediate Subaqueous, Contaminated Sediments
954 Chemical Leaching Assessment and Durability Evaluation of Cement Stabilized Zinc Contaminated Kaolin Clay
964 Advances in Sustainable Barrier Materials
Compacted Foundry Sand Treated with Bagasse Ash As Hydraulic Barrier Material
975 Diffusive Behavior of a Compacted Cemented Soil As Containment Barrier for Industrial and Mining Waste
986 A Sustainable Mineral Barrier Option
996 Fly Ash As a Barrier Material
1006 Influence of IMC, Spacing, and Voltage on the Effectiveness of Electro-Kinetic Phenomena of Soil Stabilization
1016 Alternative Laboratory Technique to Monitor the Effect of Cementing Additives on Clay for Cut-Off Walls
1025 Impact of Desiccation and Cation Exchange on the Hydraulic Conductivity of Factory- Prehydrated GCLs
1035 Composite Slurry Wall and Liner—A Full Scale Test
1045 Design Criteria and Construction of a Capillary Barrier Cover System: The Rocky Mountain Arsenal Experience
1055 Detecting Defects in Geomembranes of Landfill Liner Systems—A Durable Electrical Method
1065 Elevated Temperatures in Landfills
Monitoring the Temperature in a Sanitary Landfill in Tehran
1072 Elevated Temperature Effects on Geotextile-Geomembrane Interface Strength
1083 Application of Thermal Insulation in Landfill Liners
1094 Reaction and Combustion Indicators in MSW Landfills
1104 Landfill Temperatures under Variable Decomposition Conditions
1115 Environmental Impacts of Beneficial Using CCPs
Leaching of Chromium Metal from High Carbon Fly Ash Stabilized Highway Base Layers
1124 Batch Leaching Test Focusing on Clod Size of Drinking Water Sludge and Applicability to Long-Term Prediction Using Column Leaching Test
1130 Toxin Leachability from Coal Fly Ash Utilized in Synthetic Lightweight Aggregates
1140 Analytical Model for Stress-Strain Response of Plastic Waste Mixed Soil
1150 Leaching Behavior and Mechanisms Controlling the Release of Elements from Soil Stabilized with Fly Ash
1160 Shear Strength and Stiffness of Expansive Soil and Rubber (ESR) Mixtures in Undrained Axisymmetric Compression
1170 Geosynthetic Liners for Containing Contaminants of Emerging Concern
Diffusion of Volatile Organic Compounds through an HDPE Geomembrane
1180 Migration of PCBs through a Composite Liner System
1190 Sorption and Diffusive Transport of PBDE through an HDPE Geomembrane
1201 Physical Response of Geomembrane Wrinkles near GCL Overlaps
1211 Mechanical Improvement Using Coal Combustion Products
Characterization of Lime and Gypsum Amended Class F Fly Ashes As Liner Materials
1221 Reconstituted Coal Ash Stabilization of Reclaimed Asphalt Pavement
1231 Efficient and Beneficial Use of Industrial By-Products in Concrete Technology
1241 Desiccation Effect on Compacted Tropical Clay Treated with Rice Husk Ash
1251 Consolidation Characteristics of Soils Stabilized with Lime, Coal Combustion Product, and Plastic Waste
1259 Laboratory Measurement of the Dynamic Properties of Fly Ash
1266 Reuse of Dredged Sediment and Bio Waste
Experimental Study of Reservoir Siltation As CLSM for Backfill Applications
1276 Determination of Shear Strength Parameters of Municipal Solid Waste (MSW) by Means of Static Plate Load Tests
1286 Investigation of Strength and California Bearing Ratio Properties of Natural Soils Treated by Calcium Carbide Residue
1294 Investigating the Potential for Producing Fired Bricks from Savannah Harbor Dredged Sediment
1304 Engineering Characteristics of Compost Used for Erosion and Sedimentation Control
1315 Sustainable Use of Lignocellulosic Biorefineries Co-Products in Geotechnical Bulk Applications: Comparative Analysis of Lab Data
1325 Sustainable Use of Waste I
Performance of a Waste Cell in Cold Climate Operated As an Anaerobic Landfill Bioreactor
1336 Geopolymerization of Red Mud and Fly Ash for Civil Infrastructure Applications
1346 Chrome Steel from Chromium Ore Processing Residue
1356 Plastic Waste As an Effective Stormwater Best Management Practice
1364 Mitigating Leachability from Fly Ash Based Geopolymer Concrete Using Recycled Concrete Aggregate (RCA)
1374 Sustainable Use of Waste II
Suitability of Using Recycled Glass-Crushed Rock Blends for Pavement Subbase Applications
1384 Production of Segmental Retaining Wall Units from Recycled Mixed Glass and Plastic
1394 Sustainable Utilization of Stone Slurry Waste in the West Bank
1404 Valorization of Stabilized River Sediments in Self Compacting Materials
1414 Study on the Engineering Properties of the Stabilized Mucky Clay As Backfill Material in Highway Embankment Projects
1421 Transport in Porous Media Including Geocomposites
Hydraulic Conductivity of Bentonite Grouted Sand
1431 Laboratory Study of Steady-State Vertical Infiltration in Layered Soils
1441 Unsaturated Characteristics and Behavior of Solid Waste Fills
Effects of Unsaturated Hydraulic Properties of Municipal Solid Waste on Moisture Distribution in Bioreactor Landfills
1453 Determination of Waste Properties from Settlement Behaviour of a Full Scale Waste Cell Operated As a Landfill Bioreactor
1463 Variation of Shear Strength Properties with Organic Fraction in Unsaturated Synthetic Municipal Solid Waste
1473 Field Experiment on Remediation of Municipal Solid Waste Dumping Site by Combining Air Injection and Leachate Recirculation
1482 Measurement of Unsaturated Hydraulic Properties of Municipal Solid Waste
1492 Use of Geosynthetics for Containment Systems
Exposed Geomembrane Cover Design: A Simplified Design Approach
1502 Patch Extrusion Welding of an Evaporation Pond As a Geomembrane Failure Mechanism—A Case History
1512 Alternative Anchorage Methodology for Exposed Geomembrane Installations with Flexible Solar Photovoltaic Panels
1523 Geo-Hazards (Earthquakes, Landslides, Erosion, Others)
Fundamentals of Erosion
Evaluation of Soil Erosion in the Area of Kallmet: Lezha District
1532 In Situ Assessment of Scour Potential with Depth Using Jetting Approach
1542 The Effect of Exopolymers and Void Ratio on the Erosional Resistance of Cohesive Sediments
1552 Analyses, Simulations, and Physical Modeling Validation of Levee and Embankment Erosion
1563 Determination of Unknown Foundation of Bridges for Scour Evaluation Using Artificial Neural Networks
1573 Hazards to Tunneling and Mitigation
Damage of Cast-Iron Subway Tunnels under Internal Explosions
1583 Modeling of Surface Blast Effects on Underground Structures
1593 Hazards, Monitoring, and Analysis of Ground Instability
Engineering Properties Determination of In Situ Glacial Till and Lacustrine Silt Associated with Remediation of Deep Seated Abutment Movement Downstream of N bittD Nesbitt Dam
1603 Deterministic Seismic Hazard Analysis of a Highway Sector with GIS
1613 Parameter Estimation and Uncertainty Analysis for Rainfall Infiltration in Unsaturated Soils Using a Bayesian Approach
1623 Equivalent Granular State Parameter in Predicting Different Forms of Cyclic Liquefaction Behaviour of Sand with Fines
1634 Real-Time Structural Health Monitoring of Landslides and Geotechnical Assets with ShapeAccelArrays
1644 Combined Seepage and Slope Stability Analysis of Rapid Drawdown Scenarios for Levee Design
1654 Land Subsidence and Ground Movement
A Geologic Framework for Evaluating West-Central Florida Sinkholes
1664 Numerical Study on the Parameter Sensitivity of Land Subsidence Caused by Groundwater Withdrawal
1672 Physical Model Test of Land Subsidence Caused by Groundwater Withdrawal
1680 Prediction of Land Subsidence Using a Proposed Consolidation-Seepage- Creep Coupling Model
1690 A Case History and Finite Element Modeling of a Culvert Failure
1700 Landslides—Analysis and Design
Slow-Moving Landslides in East Honolulu
1710 Evaluation of Landslide Prevention Works for Seismic Loading
1721 Modeling the Onset of Shallow Landslides in Partially Saturated Slopes Subjected to Rain Infiltration
1732 Coupled Hydrogeological and Geomechanical Modelling for the Analysis of Slowly-Moving Landslides
1742 Characteristic Features of Deep-Seated Landslides in Mid-Nepal Himalayas: Spatial Distribution and Mineralogical Evaluation
1752 Shallow Landslide Repair Analysis Using Ballistic Soil Nails: Translating Simple Sliding Wedge Analyses into PC-Based Limit Equilibrium Models
1763 Monitoring Movements at an Active Landslide in Western Pennsylvania: Application to Design and Implementation of a Stabilization Plan
1774 Monitoring and Health Assessment of Earth Structures and Other Geotechnical Systems
Development and Application of an Optical Fiber Sensor Based In-Place Inclinometer for Geotechnical Monitoring
1781 Subsurface Geo-Event Monitoring Using Wireless Sensor Networks
1792 Damage Detection and Health Monitoring of Buried Segmental Concrete Pipes
1802 Instrumentation and Monitoring of a Four-Story Earth-Retaining Concrete Building
1812 Sensors, Monitoring, and Health Assessment in the Undergraduate Curriculum
1823 Advanced Site Monitoring and Characterization of Site Dynamic Properties
1834 Seismic Hazards and Mitigation
A New Method of Reducing Liquefaction Susceptibility through Pore Water Modification
1844 Site-Specific Seismic Analyses for Deep Stiff Clay: Jakarta Site, Indonesia
1853 Comparison of Strain Controlled and Stress Controlled Tests in Evaluation of Fines Content Effect on Liquefaction of Sands—An Energy Approach
1864 Mitigation of Existing Structure Settlement by Sheet Pile Walls when Liquefaction
1870 Pseudo-Static Uplift Capacity of Horizontal Strip Anchors
1881 Seismic Hazard Analysis for Retrofitting of Mashhad Power Plant against the Earthquake
1891 Use of Ambient Vibration Measurements to Infer Dynamic Properties of Poorly Characterized Old Earth Dams—A Case History from Puerto Rico
1901 Geosynthetics
Behaviour of Unsaturated Soils and Interaction with Geosynthetics
Effect of Rainfall on Performance of Reinforced Earth Wall
1911 Geotextile Drains in Road Sections Subjected to Unsaturated Conditions
1921 Seasonal Effects on the Dynamic Deformation of Geosynthetic-Reinforced Pavements
1931 Concrete Protection Liners
Introduction to Concrete Protection Liners
1941 Refurbishment of Buried Assets Using CPL Technology
1951 Corrosion Protection Lining (CPL) for the Deep Tunnel Sewer System in Singapore—A Case History
1961 Manufacture of Concrete Pipes Using CPL Technology
1971 Geosynthetic Clay Liners—New Research I
Correlation between Needlepunch-Reinforced Geosynthetic Clay Liner Peel Strength and Internal Shear Strength
1980 Advances in Geosynthetic Clay Liners: Polymer Enhanced Clays
1990 Retention of Heavy Metals in Conventional and Factory-Prehydrated GCL Materials
2000 Geophysical Methods Applied to Characterize Landfill Covers with Geocomposite
2010 Membrane Behavior in Geosynthetic Clay Liners
2020 Influence of Geofibers on the Performance of Landfill Cap Covers: Centrifuge Study
2030 Geosynthetic Clay Liners—New Research II
Seismic Analysis of a Geosynthetic Liner System
2040 Comparing Measured Hydraulic Conductivities of a Geotextile Polymer Coated GCL Utilizing Three Different Permeameter Types
2050 Geosynthetic Clay Liners Containing Bentonite Polymer Nanocomposite
2059 Dynamic Shear Response of a Geomembrane/Geosynthetic Clay Liner Interface
2070 SEM Study of Mineralogical Changes to GCLs Following Permeation by Strongly Alkaline Leachates
2080 On GCLs’ Gas Permeability for Modelling of Gas Leakage Rate through GM/GCL Composite Liner Due to a Defect in the Geomembrane
2088 Geosynthetic Properties and Evaluation
Improving Performance of Geosynthetics for Containment of Volatile Organic Compounds through the Use of Ethylene Vinyl Alcohol (EVOH)
2098 PVC Geomembrane Research Negates Film Tearing Bond Requirement
2104 Laboratory Evaluation of Select Retention Criteria for Cyclic Flow Conditions
2114 Degradation of Exposed LLDPE and HDPE Geomembranes: A Review
2122 Sorption and Diffusion of BTEX through Thin-Film EVOH
2133 Confining Stress Effects on the Stress-Strain Response of EPS Geofoam in Cyclic Triaxial Tests
2141 Viscoelastic Contact Characteristics of Soil-Geomembrane Interfaces
2150 Geotextile Tubes
Turn-Key Dewatering Management: Design, Feasibility, and Operations
2160 Dewatering Rock Crushing Fines Using Geotextile Tubes
2170 Investigations of Geotextile Tube Dewatering
2180 Canal do Fundão Contaminated Sediments GDT Analysis versus Actual Full Scale Project Results
2190 A Comparison of Test Methods Adopted for Assessing Geotextile Tube Dewatering Performance
2201 The Value of Chemical Conditioning with Geotextile Tube Dewatering
2212 Memorial Session for Bernard Myles
The Confinement Effect of Different Geogrids—3: The Development of an Index Test for the Omniaxial Testing of the Tensile Properties of Geogrids
2222 The Effects of Chlorine on Very Low Density Thermoplastic Olefins
2232 Development of Sensor-Enabled Geosynthetics (SEG) for Health Monitoring of Reinforced Soil Structures
2243 Development and Evolution of Key Industry Dewatering Tests (HBT, Cone, RDT, GDT) and Their Accuracy in Predicting Full Scale Results
2252 Transport in Porous Media Including Geocomposites
Effects of Specimen Size in Transmissivity Tests of Biplanar Geonets and Geocomposites
2262 Engineering Performance Evaluation of Surface Modified Nonwoven Geotextiles
2272 Accelerated Flow Testing of Geosynthetic Drains
2282 Evaluation of Final Cover Systems and the Importance of a Geocomposite Layer on the Predicted Performance
2293 Influence of Bedding Conditions on the Behavior of Geotextile Filters
2303 Use of Geosynthetics for Containment Systems
Case History on Defined Sump Floating Cover System, MWD Southern California, Skinner Water Treatment Plant
2309 The Development of Small Fabricated Geomembrane Biogas Covers
2318 Design and Use of Floating Covers to Prevent Mixing of Rain Water and Leachate in Collection Ponds
2327 Geotechnical Testing and Site Charaterization
Advances in Site Characterization I
Assessment of the Coefficient of Lateral Earth Pressure at Rest (K[sub(o)]) from Seismic Piezocone Tests (SCPTU)
2337 Cylindrical Cavity Expansion Analysis of Variable Penetration Rate Cone Penetration Testing Using an Anisotropic Soil Model
2347 Comparison of Predicted Cyclic Resistance Ratios from CPT, DMT, and Shear Wave Velocity Tests in Griffin, Indiana
2357 Use of CPT Profiles to Evaluate Strength Gain and Estimate Local Settlement
2366 Shear Wave Velocity Testing Using a Seismic Cone Penetrometer in Bentonite Backfilled Boreholes in Hawaii
2374 Equivalent Quasi-Static Estimation of Dynamic Penetration Force for Near Surface Soil Characterization
2384 Advances in Site Characterization II
Improved Geotechnical Analysis through Better Integration and Dynamic Interaction between Site Characterization and Analytical Theory
2394 Characterization of Fluvial Sand Deposits on Floodplain of Ohio River
2405 The Panama Canal’s Third Set of Locks Project: Geologic Setting and Site Characterization
2415 GIS-GPS Based Map of Soil Index Properties for Mumbai
2425 A Case Study of Complex Site Characterization of the Honolulu Transit Corridor Project in Honolulu, Hawaii
2436 Practical Visual Presentation Approach for CPT-Based Soil Characterization and Modeling
2446 Expansive Clays
Effect of Initial Placement Conditions on Swelling Characteristics of Expansive Soils
2453 Evaluation of Level of Risk for Structural Movement Using Expansion Potential
2463 Consolidation and Permeability of Clay Minerals—Expansive to Non-Expansive
2473 Lessons Learned from Distress of Foundations on Expansive Clays in the Active Zone
2483 Case Study of Settlement of a Foundation on Expansive Clay Due to Moisture Demand of Trees
2493 A Case History of Expansive Clays in Southwest Puerto Rico
2503 Field Studies on Expansive Clays and Compacted Soils
Field Verification of Stabilized Soil Strength
2513 Effect of Climate Conditions on the Cracking of a Highway Retaining Wall Supported in the Active Zone
2523 Case Studies on Water Pipeline Failures in the Active Zone
2533 Influence of Seasonal Changes on Inclined Load Tests on Drilled Shafts
2543 Field Compaction Verification Using a New Surface Penetrometer (SPCIGMAT) during Construction
2553 In Situ Experimental Study on SDC Grouting in Shanghai Saturated Soft Clay
2563 Geophysical Technologies to Characterize Variability and Uncertainty for Engineering Design
Characterization of Karst Terrain Using Electrical Resistivity Imaging Technique
2573 Characterization of Heavy Metal Contamination in Soil Using XRF
2583 An Initial Pilot Scale Geophysical Investigation of a Waste Disposal Site in Kuwait
2593 Impact of Using Measured v. Corrected Tip Resistance Values in PCPT-Based Soil Characterization and Modeling
2603 Influence of Poisson’s Ratio on Surface Wave Near-Field Effects
2613 Soil/Rock Behavior and Laboratory Testing I
Evaluation of Unconfined Compression Area Correction Methods for Cementitious and Fiber Stabilized Fine Grained Soils
2623 Comparison of Hand Held Gage and Unconfined Compression Results in Low Strength Cementitious Stabilized Materials
2633 The Elusive Load Transference of Stratified Rock Roof
2643 Effect on Cyclic Response and Liquefaction Resistance Due to De-Saturation of Sand
2654 Universal Calibration Device for Pressure Transducer Calibration
2660 Influence of Leaching on Volume Change of a Gypseous Soil
2670 Large Scale Constrained Modulus Test: Constrained Modulus of Crushed Rock Test Results
2680 Soil/Rock Behavior and Laboratory Testing II
Spatial Variation and Correlation between Undrained Shear Strength and Plasticity Index
2689 Moisture Effects on Two Crushed Limestone Aggregates
2698 Effects of Piston Uplift, Piston Friction, and Machine Deflection in Reduced Triaxial Extension Testing
2708 Evaluation of Soil Properties for Culvert Load Rating Applications
2718 Joint States of Information from Different Probabilistic Calibrations of Undrained Shear Strength of Submarine Clays
2728 Engineering Properties of Unstabilized Compressed Earth Blocks
2738 Influence of Sand Content on the Stress-Strain Behavior of Silicon Sand Mixed Bentonite in CRS Condition
2748 Testing and Modeling of Expansive Clays and Compacted Soils I
Undrained Strength Characteristics of Compacted Bentonite/Sand Mixtures
2758 Influence of Cell Pressure on Clay Volume under Suction Control
2768 Characterization of Field Compacted Soils (Unsoaked) Using the California Bearing Ratio (CBR) Test
2778 Simplified Approach of Modelling the Compressibility Behaviour of Unsaturated Soil
2789 Prediction of Swell-Shrink Movements of Pavement Infrastructure
2799 A Survey of Soil-Reinforcement Interface Friction
2808 Testing and Modeling of Expansive Clays and Compacted Soils II
Seasonal Moisture Fluctuations in the Active Zone in a Humid-Subtropical Climate
2817 Effect of an Anionic Surfactant on the Clayey Soil Suction Behavior
2825 Evaluation of a Centrifuge Consolidation Technique for Preparation of Direct Simple Shear Samples
2835 Effect of Shearing Speed on Residual Shear Strength of Natural Soil Obtained from Mudstone
2843 Effects of Different Pressure Increment Ration on One Dimensional Consolidation
2852 Use of Geophysical Methods for Transportation Infrastructure Inspection
Investigation and Identification of Subsidence Problems at Hilo Harbor, Hawaii, Using Geophysical Methods
2861 Characteristics and Engineering Properties of Peaty Soil Underlying Cranberry Bogs
2871 Computational Method for Determining Voids under Concrete Slabs through FWD Deflections
2880 Technical Improvements in Dipole Geoelectric Survey Methods
2887 Studying Consolidation Characteristics of Ohio Clays Using GIS
2896 P-Wave Reflection Imaging of a Cast-in-Steel-Shell Bridge Foundation
2906 Other Geotechnical Related Issues
Geo-Education
Engaging Students with Diverse Learning Styles in Large Geotechnical Engineering Classes
2916 Use of Student-Created Videos to Enhance Undergraduate Learning
2926 Teaching Retaining Wall Design with Case Histories
2936 America’s Research-Active, Geotechnical Faculty Members—An Investigation of National Science Foundation Funding Trends
2946 Undergraduate Research Models Applicable for Geotechnics
2956 Geotechnical Engineering for Design Innovations with New Technologies
GIS for Geotechnical Decision Making: Visualization of Cut-Off Wall Construction Data
2966 Advantages of Firmly Bonded Nonwoven/Geogrid Composites in Roadway and Pavement Systems
2977 Physical and Grain Sized Characterization of the Wastes Generated in the Civil Construction in the City of Recife
2986 Reducing Risks to Tailings Storage Facilities through In-Line Flocculant Addition
2996 Study on the Law of Grout Pressure Dissipation in Simultaneous Backfill Grouting during Shield Tunneling in Soft Soils
3007 Geotechnical Challenges in Freeway Widening Project—Case Study
3017 Statistical, Reliability, and Risk Analysis
Simplified Reliability-Based Geotechnical Investigation and Design of Transmission Lines
3027 Reliability Based Underseepage Analysis in Levees Using Monte Carlo Simulation
3037 Statistically-Based Specifications for Crushing Resistance of Gravel Surface Course for the Crawlerway at Kennedy Space Center
3047 Statistical Analysis of Cone Penetration Tests and Soil Engineering Parameters at the National Geotechnical Experimentation Clay Site, Texas A&M University
3057 Influence of Strain Localization on Reliability Based Design of Bridge Abutments Using Pseudo-Dynamic Method
3067 Geotechnical Risk and Reliability Evaluation of the Levees Protecting the City of Sacramento, California
3078 Variability Analysis of Undrained Shear Strength for Reliability-Based Design
3089 Surface and Groundwater Control
An Innovative Technology to Control Groundwater during Excavation over Confined Aquifer
3099 Comparative Dewatering Performance of Slurries Conditioned with Synthetic Polymers vs. Eco-Friendly Polymers
3108 Geosynthetic Filters for Water Quality Improvement of Urban Stormwater Runoff
3117 Development of a Stormwater Control Measure Microcosm to Measure Evapotranspiration
3126 Slopes, Embankments, and Earth Retaining Structures
Dynamic Behavior of Unique Soil Conditions
Simulating Seismic Response of a Large Tower Structure
3136 Soil/Geogrid Behavior Subjected to Cyclic Loading
3146 Seismic Response of Peaty Organic Soils As a Levee Foundation Material
3156 Dynamic Passive Pressures on a Foundation with a Dense Sand Backfill
3167 Experimental Multi-Modal Foundation Vibrations and Comparison with Benchmark Half-Space Solutions
3177 Dynamic Soil-Structure Interaction of High-G Centrifuge Foundation
3187 Dynamically Loaded Retaining Walls and Dams
Seismic Behavior of Tailings Dam Using FLAC[sup(3D)]
3197 Seismic Design Approach for Large Counterfort Wall Retaining Structures
3207 Experiments and Numerical Analyses for Spillway on Small Earth Dam Subjected to Simple Shear
3215 EPS Seismic Buffers for Earthquake Load Attenuation against Rigid Retaining Walls
3226 Earthquake Response of a Gravity Retaining Wall with Geofoam Inclusion
3235 Seismic Deformation Analysis for Risk Assessment of Embankment Dams
3246 Earth Structures
Using Geotextiles to Repair Cracked Earth Dams
3256 The Effect of Changing the Geometry and Compaction Degree on Arching of Earth Dams
3266 Behavior of a Trial Embankment with Reinforced Steep Slope and Mechanically Stabilized Earth Wall: A Numerical Analysis
3276 Seepage Analysis for Shurijeh Reservoir Dam Using Finite Element Method
3284 Lessons Learned from Failures: The Wall of Shame
3294 Error Analysis of Predicted Seismic Displacement of Earth Dams Using Simplified Sliding Block Methods
3304 Embankments
Use of Geocell Reinforced Load Transfer Platforms over Vertical Columns
3315 Ageing Effects on the Mechanical Properties of Forty Year Old Embankment Soil
3325 Serviceability Limits for Basal Reinforced Embankments Spanning Voids
3335 Numerical Model Studies of Deep Soil Mixing (DSM) Column to Mitigate Bridge Approach Settlements
3345 Case Study—Railway Embankment Widening for CN Rail and GO Transit
3353 Case History of Roadway Embankment Construction over Very Weak Clay
3361 Excavation and Buried Structures
Deep Excavation Project under High Ground Water Table
3370 The Use of Reliability Analyses in the Design of Deep Excavations in Soft Clay, Fargo, North Dakota, USA
3381 Lessons Learned from Construction of Two LNG Cryogenic Sumps
3391 Deformation Behavior of Retaining Walls in Deep Excavations in Suzhou Subway Line 1 of China
3399 San Antonio Convention Center: Anchored Diaphragm Wall for Temporary Shoring and Permanent Below Grade Structural Wall
3409 Difficult Excavations and Foundations for Buildings on Soft Soils in Bogotá
3419 Installation and Performance of a Steel Sheet Pile Wall for Supporting an Excavation in Urban Environment
3430 Hazards to Tunneling and Mitigation
Transparent Soil Model Tests and FE Analyses on Tunneling Induced Ground Settlement
3440 Evaluation of Jet Grout Formation in Soft Clay for Tunnel Excavation
3450 Subsurface Characterization and Geotechnical Design for a Cut-and-Cover Tunnel in Soft Ground in San Francisco
3458 Retaining Walls for Transportation Projects: MSE Wall Design I
Case Study of a Foundation Improvement beneath MSE Walls for a Highway Embankment
3468 Stand Alone and Combined Technologies for MSE Walls: State of Practice for Compressible Soils
3478 LRFD Calibration of Steel Reinforced Soil Walls
3488 The Geotechnical Engineer’s Role in Design/Construction of MSE Retaining Walls
3498 Maccaferri Terramesh System, Gabion Face MSE Walls at St. Anthony Falls (I-35W) Bridge
3508 Observing and Improving the Performance of Two-Stage Mechanically Stabilized Earth (MSE) Walls
3518 Narrow Shored Reinforced Earth Wall with Friction-Based Reinforcing Strip Connection As an Innovative Solution to Expand Urban Highways
3527 Retaining Walls for Transportation Projects: MSE Wall Design II
Comparing the Seismic Responses of Single- and Multi-Tiered Geosynthetic Reinforced Soil Walls
3536 Failure of VERT Wall System: Forensic Evaluation and Lessons Learned
3546 Geosynthetic Enabled with Fiber Optic Sensors for MSE Bridge Abutment Supporting Shallow Bridge Foundation
3554 Numerical Study on Effects of the Number of Reinforcement Layers for Reinforced-Sand Retaining Wall
3565 Long-Term Monitoring of a Drilled Shaft Retaining Wall in Expansive Clay: Behavior before and during Excavation
3575 Lateral Resistance of Piles near Vertical MSE Abutment Walls
3585 Slope Stability Issues and Stabilization Methods I
An Investigation of the Effect of Seepage on the Stability of Sheet Pile Supported I-Wall in New Orleans, Louisiana
3595 3D Analysis of Steep Slopes Subjected to Seismic Excitation
3605 Geosynthetic Mega Structures: The Largest Geosynthetic Structures in North America
3615 Water Retention Behaviour of an Embankment Model
3625 A Moisture Reduction Factor for Pullout Resistance of Geotextile Reinforcement in Marginal Soils
3636 Instability Behaviour for Sandy Soils
3647 Slope Stability Issues and Stabilization Methods II
Rainfall-Induced Failure of Volcanic Slope with Crushable Particles Subjected to Freeze-Thaw Action
3658 An Experimental Study of Pullout Resistance of a Multifunctional Geosynthetic in Fine Grained Fills Using an Innovative Pullout Apparatus
3668 Stability and Impacts of Unsupported Vertical Cuts in Stiff Clay
3678 Case Study: Stability of Two Horizontal to One Vertical Embankment
3688 Deformation-Based Limit States for Earth Embankments
3698 Geogrid Strengthening of an Existing Coal Ash Landfill Cap
3708 Back-Analysis of Preexisting Landslides
3718 Slope Stability Issues and Stabilization Methods III
A Parametric Analysis of the Effects of Progressive Failure on Embankments Founded on Soft Sensitive Soils
3728 Modeling a Full Scale Landslide Test
3735 Shear Strength and Stability of Highway Embankment Slopes in Ohio
3745 Stabilization of Deep Slope Failure with Drilled Shafts: Lake Ridge Parkway Station 248 Grand Prairie, TX
3755 Landslide Mitigation at Eden Canyon Road in Alameda County, California
3765 Soil/Rock Mechanics and Modeling
Analytical and Numerical Methods with a Focus on FD Analysis
Study on Bearing Capacity of Pile in Liquefiable and Unliquefiable Soil Layers
3775 Interference of Two Closely Spaced Footings: A Finite Element Modeling
3785 FEM Analyses on Creep Characteristics and Strain Fields of Geogrid-Reinforced Sand
3797 Analysis Model of Ground Vibration Propagation for High-Speed Trains
3805 Influence of Geogrid Stiffness on Shaft Lateral Capacities and Deflections behind an MSE Wall
3815 3D Numerical Analysis for Seismic Retrofit of a Cellular Bulkhead
3825 A Comparison of 2D and 3D Settlement Analyses of the Tower of Pisa
3835 Dynamic Analysis of Tunnel Structures and Surrounding Granular Soils under Cyclic Loads of a Vibrating Machine
3845 Numerical Analysis of Face Stability during Shield-Driven Tunneling under Groundwater Table
3856 FEM Simulation of Deformation and Strength Characteristics in Geogrid- Reinforced Sand Retaining Wall under the Change of Loading Rate
3867 A Piled-Raft Foundation for the Tallest Building in Brooklyn
3877 Analytical and Numerical Methods with a Primary Focus on Statistical Approach
A Realistic Theory of Soils Consolidation
3887 Development and Procedure for Constrained Modulus of Crushed Rock Test
3897 Spatial Variability of the Geomechanical Parameter RQD at the Animas Ore Deposit in Peru
3907 Fracture Criteria for Fissured Clays under Mixed-Mode Loading
3917 Prediction of Compression and Permeability Characteristics of Mine Tailings Using Natural Computation and Large-Strain Consolidation Framework
3927 Effectiveness of Objective Functions in Soil Model Calibration through Numerical Optimization
3936 Behavior of Unsaturated Soils and Interaction with Geosynthetics
A Probabilistic and Mechanical Approach for Hysteresis of SWCC in Unsaturated Soil
3945 A Model for the Water Retention Behavior of Deformable Soils Including Capillary Hysteresis
3955 Microstructural Investigation of Soil Suction and Hysteresis
3964 Use of Wicking Fabric to Help Prevent Differential Settlements in Expansive Soil Embankments
3974 Bio-Improved Soils: Alternative/Competing Biological Processes
Carbonate Mineral Precipitation for Soil Improvement through Microbial Denitrification
3984 The Effect of Exopolymers on the Compressibility of Clays
3994 Evaluation of Multiple Soil Improvement Techniques Based on Microbial Functions
4005 Early Marine Diagenesis in Calcium Carbonate Rich Sediments: A Review of Implications for Geotechnical Systems
4015 Ureolytic Calcium Carbonate Precipitation in the Presence of Non-Ureolytic Competing Bacteria
4024 Bio-Induced Calcite, Iron, and Manganese Precipitation for Geotechnical Engineering Applications
4033 Bio-Improved Soils: Engineering Properties
Evolution in Mechanical and Hydraulic Properties of Calcite-Cemented Sand Mediated by Biocatalyst
4042 Microbial Carbonate Precipitation: Correlation of S-Wave Velocity with Calcite Precipitation
4051 Microbiologically-Induced Soil Stabilization: Application of Sporosarcina pasteurii for Fugitive Dust Control
4061 Strength and Stiffness of MICP Treated Sand Subjected to Various Stress Paths
4070 The Influence of Injection Conditions and Soil Types on Soil Improvement by Microbial Functions
4080 Engineering Properties of MICP-Bonded Sandstones Used for Historical Masonry Building Restoration
4090 Bio-Improved Soils: Modeling and Applications
A Bio-Hydro-Mechanical Model for Propagation of Biogrout in Soils
4098 Upscaling Microbial Induced Calcite Precipitation in 0.5m Columns: Experimental and Modeling Results
4109 Bioremediation of Piping Erosion in Sand
4119 Development of Microbial Geotechnology in Singapore
4128 Application of Response Surface Methodology for Carbonate Precipitation Production Induced by a Mutant Strain of Sporosarcina pasteurii
4138 Experiment Research from Macro to Micro on Microbial-Induced Clogging by Adding Potato Soup in Beijing Sand Column
4148 Bio-Mediated Ground Improvement: From Laboratory Experiment to Pilot Applications
4158 Characterizing and Predicting Expansive Soil Behavior
Correlations between Durability and Geotechnical Properties of Compacted Shales
4168 Correlations between Geotechnical Properties and the Swell Behavior of Compacted Shales
4178 The Role of Micro-Scale Properties in the Study of Expansive Soils
4186 Study of the Fundamentals of Expansive Clays through Discrete Element Modeling
4195 Prediction of Shear Strength and Volume Change Behaviour Using Hyperbolic Model
4205 Transient Behavior of a Clay Barrier Subjected to High Temperature Changes
4215 Micro-Mechanics of Granular Soils: Experimentation, Modeling, and Computational Analyses I
DEM Simulations of Wave Propagation in Dry Granular Soils
4225 Microscopic Research on Air Sparging I-Network Model Development
4235 Characteristics Analysis of Cavity Expansion with Anisotropic Initial Stress in a Two-Dimensional Numerical Model
4244 Simulation of Fluid Flow through Porous Media Using Smoothed Particle Hydrodynamics Method
4253 Probabilistic Calibration of a Discrete Particle Model for Geomaterials
4263 Micro-Mechanics of Granular Soils: Experimentation, Modeling, and Computational Analyses II
Interaction of Saturated Granular Soils with Pile Foundation: A Micro- Mechanical Study
4272 Vortex Structures inside Shear Bands in Sands
4281 Microscale Characterization of Energy Dissipation Mechanisms in Granular Soils
4291 Numerical Simulation of Reinforced Granular Soils Using DEM
4301 Discrete Simulations of Particulate-Structure Interactions
4312 Multi-Scale Characterization and Modeling of Soils I
Molecular Interactions Influence Barrier and Mechanical Properties in Swelling Clays: A Multiscale Modeling and Experimental Investigation
4322 Modeling Macro-Scale Clay Secondary Compression at Micro-Scale Clay Particle Interfaces
4332 Coupling Discrete Elements and Micropolar Continuum through an Overlapping Region
4342 Modeling Granular Particle Shape Using Discrete Element Method
4352 Constitutive Behavior of Compacted Clayey Sand Using a Refined Suction-Controlled Cubical Test Cell
4362 Multi-Scale Characterization and Modeling of Soils II
Small-Strain Stiffness of Unsaturated Soils Using a Suction-Controlled Resonant Column Device with Bender Elements
4372 Predicting Shear Strength Properties for Low-Sensitivity Granular-Cohesive Soils from SPT Results
4382 Experiment Based Multiscale Computations in Granular Materials
4388 Effect of Smear on Radial Consolidation with Vertical Drains
4398 A Multi-Scale Multi-Physics Model of Soil Drying
4408 Soil-Structure/Geosynthetics Interaction
New Hybrid Subgrade Model for Soil-Structure Interaction Analysis: Foundation and Geosynthetics Applications
4418 Shake Table Testing of Seismic Soil-Foundation-Structure-Interaction
4427 Finite Element Soil-Pile-Interaction Analysis of Floodwall in Soft Clay
4437 Pullout Response of Geosynthetic in Soil—Theoretical Analysis
4447 Soil-Pipe Interaction Analysis: A Forensic Evaluation
4457 Shaking Table Tests on Dry and Saturated Sand with Large Embedded Objects
4467 Transportation Materials and Pavements
Behavior and Design of Stabilized Pavement Layers and Foundations I
Utilization of Industrial Wastes in Pavements Laid over Expansive Clay Sub-Grades
4477 Life-Cycle Cost Analysis of Base Course Using Cold In-Place Recycling: Case Study
4487 Characterization of Lime- and Fly Ash-Stabilized Soil by Indirect Tensile Testing
4498 The Use of Fibre Reinforced Crushed Rocks for the Improvement of Tensile Strength
4507 The Effects of Moisture Characteristics of Crushed Rock Base (CRB)
4517 Behavior and Design of Stabilized Pavement Layers and Foundations II
Accelerated Design Process of Lime-Stabilized Clays
4528 Leachate Studies on Lime and Portland Cement Treated Expansive Clays
4538 Stiffness Improvement of Expansive Soil-Rubber Mixtures with Off- Specification Fly Ash
4547 Performance of Geogrid Reinforced Rubber Waste As Subgrade Material
4554 Selection of Asphalt Stabilization Methods for Alaska Base Layers
4564 Characterization of Construction Materials
Laboratory Assessment of Skid Resistance for High RAP Content Warm Mixed Asphalt
4574 Comparison of Properties of RAP Aggregates Extracted by Ignition and Centrifuge Methods
4584 Correlation between PG Plus, Superpave PG Specifications, and Molecular Weight from GPC for Different Polymer Modified Binders
4593 EPS Geofoam Design Parameters for Pavement Structures
4604 Review of Applications of Fourier Transform Infrared Spectrophotometry (FTIR) in Characterization of Construction Materials
4612 Evaluation of Highway Pavements and Railroads
Evaluation of the Cantabro Durability Test for Dense Graded Asphalt
4622 Development and Evaluation of Functional Open Graded Friction Courses (FOGFC) Mixtures for In Situ Highway Runoff Treatment
4633 Predicting Pavement Service Life Using M-EPDG with LTPP Climatic Database
4643 Comparisons of IRI-Based Pavement Deterioration Prediction Models Using New Mexico Pavement Data
4653 Time and Spatial Dependence of the Fouling of Railroad Track Ballast
4663 Effects of a Wax-Based Warm Mix Additive on Lower Compaction Temperatures
4673 Geosynthetic Reinforcement Mechanisms in Pavement Stabilization
New Developments for Geogrid Reinforced Base Courses
4684 In-Aggregate Testing of Unitized and Woven Geogrids for Base Reinforcement Applications
4694 The Function of Basal Geogrids in Minimizing Rutting of Geocell Reinforced Subgrades
4702 A Validated Discrete Element Modeling Approach for Studying Geogrid- Aggregate Reinforcement Mechanisms
4712 In-Ground Dynamic Stress Measurements for Geosynthetic Reinforced Subgrade/Subbase
4722 Back-Calculated Pavement Layer Modulus Values of Geogrid Reinforced Test Sections
4732 Geosynthetic Reinforcement of Pavement and Railroad Systems
Nonlinear Response of Infinite Beams on Reinforced Earth Beds under Moving Loads
4742 Enhancing Ballast Performance Using Geocell Confinement
4752 Full-Scale Field Study of Geosynthetics Used As Subgrade Stabilization
4762 Use of Falling Weight Deflectometer Data to Quantify the Relative Performance of Reinforced Pavement Sections
4772 Creep Deformation of Unreinforced and Geocell-Reinforced Recycled Asphalt Pavements
4782 Use of Geosynthetics in Railways Including Geocomposites and Vertical Drains
4792 Mechanistic-Based Evaluation of Pavement Layer and Foundation Properties I
Determination of Resilient Modulus of Subgrade Using Cyclic Plate Loading Tests
4801 Evaluation of the Shakedown Behavior of Unbound Granular Base Materials
4811 Prediction of the Subgrade Resilient Modulus for the Implementation of the MEPDG in Idaho
4822 Effect of Long Term Oven Aging on Dynamic Modulus of Hot Mix Asphalt
4831 Effect of Plasticity of Fines on the Deformation Behavior of Unbound Granular Base Material
4841 Stress Distribution of Unbound Granular Base Course
4851 Mechanistic-Based Evaluation of Pavement Layer and Foundation Properties II
Effect of Spatial Variations in Subgrade Stiffness on Pavement Performance
4861 Mechanistic Characteristics of Asphalt Binder and Asphalt Matrix Modified with Nano-Fibers
4872 Characterization of Subgrade Resilient Modulus for Pavement Design
4882 Determining Effective Material Properties and Particles Size for Asphaltic Composites Using Microstructure Approach
4892 Resilient Modulus Behavior Estimated from Aggregate Source Properties
4902 Mechanistic-Based Characterization of Non-Linear Pavement Mechanical Properties with Evolving Intelligent Information Processing Systems

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