{"id":78756,"date":"2024-10-17T18:25:11","date_gmt":"2024-10-17T18:25:11","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784409718-2008\/"},"modified":"2024-10-24T19:38:01","modified_gmt":"2024-10-24T19:38:01","slug":"asce-9780784409718-2008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784409718-2008\/","title":{"rendered":"ASCE 9780784409718 2008"},"content":{"rendered":"

GSP 178 contains more than 140 papers on the challenges of sustainability in geotechnics presented at GeoCongress 2008, held in New Orleans, Louisiana, March 9-12, 2008.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
12<\/td>\nContents <\/td>\n<\/tr>\n
22<\/td>\nGeohazard Mitigation
Keynote Paper
Our Role as Engineers in Mitigating Natural Hazards <\/td>\n<\/tr>\n
38<\/td>\nRisk-Based Analysis and Design
A Simplified Model for the Linear Elastic Analysis of Laterally Loaded Caissons <\/td>\n<\/tr>\n
46<\/td>\nBehavior of Strip Footings on Reinforced and Unreinforced Sand Slope <\/td>\n<\/tr>\n
54<\/td>\nDesign and Testing of Prestressed Square Concrete Piles: A Case History <\/td>\n<\/tr>\n
63<\/td>\nEffect of Compressive Load on Uplift Capacity of Single Piles: An Investigation <\/td>\n<\/tr>\n
71<\/td>\nLaboratory Investigation of the Behavior of Square Footings on Reinforced Crushed Limestone <\/td>\n<\/tr>\n
79<\/td>\nLouisiana Highway 1 Pile Load Test Program <\/td>\n<\/tr>\n
87<\/td>\nBearing Capacity of Foundations Resting on a Spatially Random Soil <\/td>\n<\/tr>\n
95<\/td>\nMultiple Resistance Factor Methodology for Service Limit State Design of Deep Foundations using a “t-z” Model Approach <\/td>\n<\/tr>\n
103<\/td>\nReliability-Based Analysis and Design of Foundations Resting on a Spatially Random Soil <\/td>\n<\/tr>\n
111<\/td>\nStatistical Analysis of O-Cell Test Data for Nominal Load Capacities of Drilled Shafts <\/td>\n<\/tr>\n
119<\/td>\nReliability Analysis of Bearing Capacity Equations for Drilled Shafts Socketed in Weathered Rock <\/td>\n<\/tr>\n
127<\/td>\nLoad and Resistance Factor Design of Strip Footings <\/td>\n<\/tr>\n
135<\/td>\nA Practical Application of Simplified Probabilistic Embankment Stability Analysis <\/td>\n<\/tr>\n
143<\/td>\nAnalysis of Infinite Slopes with Spatially Random Shear Strength <\/td>\n<\/tr>\n
151<\/td>\nGIS Based Quantitative Risk Analysis along Prithvi Highway Road Corridor during Extreme Events <\/td>\n<\/tr>\n
159<\/td>\nOne-Dimensional Probabilistic Uncoupled Consolidation Analysis by the Random Finite Element Method <\/td>\n<\/tr>\n
167<\/td>\nPotential Risk of Landslide Damming during Earthquakes <\/td>\n<\/tr>\n
175<\/td>\nStatistical Risk Analysis of Groundwater Pollution <\/td>\n<\/tr>\n
183<\/td>\nLessons from Catastrophic Dam Failures in August 1975 in Zhumadian, China <\/td>\n<\/tr>\n
191<\/td>\nRapid Levee Assessment for Reliability and Risk Analysis <\/td>\n<\/tr>\n
199<\/td>\nReliability Analysis of Rock Slope Involving Multiple Failure Mechanisms <\/td>\n<\/tr>\n
207<\/td>\nThree-Dimensional Analysis of the Lodalen Landslide <\/td>\n<\/tr>\n
212<\/td>\nThree-Dimensional Slope Stability Model Using Finite Element Stress Analysis <\/td>\n<\/tr>\n
220<\/td>\nUsing Helicopter Electromagnetic Surveys to Identify Potential Hazards at Coal Waste Impoundments <\/td>\n<\/tr>\n
228<\/td>\nGeophysical and Remote Sensing Characterization to Mitigate McMicken Dam <\/td>\n<\/tr>\n
236<\/td>\nLNG Containment Dike Design and Monitoring at Southern LNG Elba Island Phase II Expansion <\/td>\n<\/tr>\n
244<\/td>\nDam Health Monitoring Based on Dynamic Properties <\/td>\n<\/tr>\n
252<\/td>\nAn Evolving View of Geotechnical Engineering\u2014A Focus on Geo-Risk Management <\/td>\n<\/tr>\n
260<\/td>\nDike Breach Repair Design in Inundated, Scoured Conditions <\/td>\n<\/tr>\n
268<\/td>\nViability Assessment of Terrestrial LiDAR for Retaining Wall Monitoring <\/td>\n<\/tr>\n
276<\/td>\nImpacts of Geohazards
DEM Modeling of the Effect of Hydraulic Hysteresis on the Shear Strength of Unsaturated Granular Soils <\/td>\n<\/tr>\n
284<\/td>\nGeotechnical and Environmental Indicators for Characterizing Expansive Soils <\/td>\n<\/tr>\n
292<\/td>\nMitigation of Expansive Electric Arc Furnace Slag in Brownfield Redevelopment <\/td>\n<\/tr>\n
300<\/td>\nSwell Potential of Near Surface Soils in Mississippi and Louisiana <\/td>\n<\/tr>\n
308<\/td>\nThe Influence of Structure on One-Dimensional Wetting Induced Volume Change of Compacted Soil <\/td>\n<\/tr>\n
316<\/td>\nPerformance of Expanded Clay Shale (ECS) as an Embankment Backfill <\/td>\n<\/tr>\n
324<\/td>\nCase Studies of Earthquake-Induced Ground Movement Effects on Concrete Channels <\/td>\n<\/tr>\n
332<\/td>\nCentrifuge Modeling of Explosion Craters Formed over Underground Structure <\/td>\n<\/tr>\n
340<\/td>\nEffect of Non-Plastic Fines on Cyclic Behaviour of Sandy Soils <\/td>\n<\/tr>\n
348<\/td>\nLiquefaction Susceptibility of Fine-Grained Soils in Charleston, South Carolina Based on CPT <\/td>\n<\/tr>\n
356<\/td>\nLow Strain Shear Modulus of Sand-Clay Mixtures <\/td>\n<\/tr>\n
364<\/td>\nSeismic Passive Earth Pressure Coefficients by Pseudo-Dynamic Method Using Composite Failure Mechanism <\/td>\n<\/tr>\n
372<\/td>\nAnalysis of Alternatives to Mitigate Erosion of Sacramento River Levee <\/td>\n<\/tr>\n
380<\/td>\nDEM Simulation of Flood-Induced Piping Including Soil-Fluid-Structure Interaction <\/td>\n<\/tr>\n
388<\/td>\nExperimental Investigation of Piping Potential in Earthen Structures <\/td>\n<\/tr>\n
398<\/td>\nRainfall Erosion Resistance of Various Compost Soils on Roadside Embankment <\/td>\n<\/tr>\n
406<\/td>\nSimplified Method for Estimating Scour at Bridges <\/td>\n<\/tr>\n
415<\/td>\nThe Ground Reaction Curve Due to Tunnelling under Drainage Condition <\/td>\n<\/tr>\n
423<\/td>\nHydraulic Characteristics of the Hurricane Surge in the Mississippi Delta and Implications for Geotechnical Design of Coastal Protections <\/td>\n<\/tr>\n
431<\/td>\nMeeting Post Katrina Geotechnical Challenges <\/td>\n<\/tr>\n
438<\/td>\nReduction of Landfill Waste by Recycling Spent Blast Abrasives in Hot Mix Asphalt in New Orleans <\/td>\n<\/tr>\n
446<\/td>\nSediment Contaminants inside New Orleans, LA Homes Following Hurricane Katrina <\/td>\n<\/tr>\n
454<\/td>\nCase History of the June 1, 2005 Bluebird Canyon Landslide in Laguna Beach, California <\/td>\n<\/tr>\n
462<\/td>\nGeotechnical Evaluation of Subdivision Setback from River Valley Slopes <\/td>\n<\/tr>\n
470<\/td>\nLandslide Stabilization along the Ohio River Using Cantilevered Stub Piers <\/td>\n<\/tr>\n
478<\/td>\nNon-Frame Method Combining with Tree Root to Stabilize Natural Slope <\/td>\n<\/tr>\n
486<\/td>\nSimplified Approach for Estimating Caisson Spacing and Post Construction Loads in a Caisson Wall <\/td>\n<\/tr>\n
495<\/td>\nStabilization of a Roadway on a Steep Alluvial Bank Using Drilled Caissons <\/td>\n<\/tr>\n
504<\/td>\nAnalysis and Rehabilitation of a Failed Submarine Slope Cut in Soft Clay <\/td>\n<\/tr>\n
512<\/td>\nEstimate of Cliff Recession Rates for a US Highway Located on a Sandstone Cliff over Lake Superior <\/td>\n<\/tr>\n
520<\/td>\nA Case Study of Safety Factor Comparison of Different Slope Stability Methods for Levee Design in New Orleans <\/td>\n<\/tr>\n
528<\/td>\nNew Approaches to Stability Analysis of Steep Coastal Bluffs <\/td>\n<\/tr>\n
535<\/td>\nResearch on Risk Assessment for Talus Slope of Freeway in Mountain Area <\/td>\n<\/tr>\n
543<\/td>\nThe Effects of Basal Resistance and Hydroplaning on the Initial Kinematics of Seismically Induced Tsunamigenic Landslides <\/td>\n<\/tr>\n
551<\/td>\nComparison of Geotextile and Geogrid Reinforcement on Unpaved Road <\/td>\n<\/tr>\n
559<\/td>\nEvaluation of Road Subsurface Drain Performance by Geophysical Methods <\/td>\n<\/tr>\n
567<\/td>\nEvaluation of Surface Infiltration Rate of Permeable Sidewalks under Rainfall <\/td>\n<\/tr>\n
575<\/td>\nNumerical Simulation of Influence of Climatic Factors on Concrete Pavements Built on Expansive Soil <\/td>\n<\/tr>\n
583<\/td>\nSoil Damage Models for Off-Road Vehicles <\/td>\n<\/tr>\n
591<\/td>\nVariation in Moduli of Base and Subgrade with Moisture <\/td>\n<\/tr>\n
599<\/td>\nMitigation of Geohazards
Construction of an Embankment Using Vacuum Consolidation and Surcharge Fill <\/td>\n<\/tr>\n
607<\/td>\nVacuum Preloading Techniques\u2014Recent Developments and Applications <\/td>\n<\/tr>\n
617<\/td>\nEffects of Partially Penetrating Prefabricated Vertical Drains and Loading Patterns on Vacuum Consolidation <\/td>\n<\/tr>\n
625<\/td>\nCalibration of an Elastoplastic Model for the Prediction of Stone Column Ultimate Bearing Capacity <\/td>\n<\/tr>\n
633<\/td>\nBridge Approach Embankments Supported on Concrete Injected Columns <\/td>\n<\/tr>\n
641<\/td>\nConsolidation Calculation of Soft Ground Improved by T-Shape Deep Mixing Columns <\/td>\n<\/tr>\n
649<\/td>\nPerformance of Reinforced Load Transfer Platforms for Embankments Supported by Deep Cement Mixing Piles <\/td>\n<\/tr>\n
659<\/td>\nCritical Height of a Deep Mixed Column-Supported Embankment under an Undrained Condition <\/td>\n<\/tr>\n
667<\/td>\nCombined Lime and Cement Treatment of Expansive Soils with Low to Medium Soluble Sulfate Levels <\/td>\n<\/tr>\n
675<\/td>\nEgyptian Collapsible Soils and Their Improvement <\/td>\n<\/tr>\n
683<\/td>\nThe Treatment of Collapsible Loess Soils Using Cement Materials <\/td>\n<\/tr>\n
691<\/td>\nInvestigating Erosional Behaviour of Chemically Stabilised Erodible Soils <\/td>\n<\/tr>\n
699<\/td>\nAn Approach to Estimate the Optimum Depth of Floating Type Columns for Embankment Stability <\/td>\n<\/tr>\n
707<\/td>\nEnhanced Stabilization of Dikes and Levees Using Direct Current Technology <\/td>\n<\/tr>\n
715<\/td>\nGeo-Bag Method for Levee Construction and Rehabilitation <\/td>\n<\/tr>\n
721<\/td>\nLaboratory Model Study on Densification of Hydraulically-Filled Fine Sands by Vibro-Compaction <\/td>\n<\/tr>\n
729<\/td>\nStability Analyses of a Levee on Deep-Mixed Columns, Plaquemines Parish, Louisiana <\/td>\n<\/tr>\n
737<\/td>\nStability of Levees over Soft Soil Improved by Deep Mixing Technology <\/td>\n<\/tr>\n
745<\/td>\nA Case Study: Levee Geotextile Reinforcement to Reduce ROW Acquisition and Borrow Quantity <\/td>\n<\/tr>\n
753<\/td>\nAnalytical Modelling of Pull-Out Tests on Geosynthetic Straps <\/td>\n<\/tr>\n
761<\/td>\nEnhancement in the Interface Shear Resistance Achieved by a Novel Geogrid with In-Plane Drainage <\/td>\n<\/tr>\n
769<\/td>\nPerformance of Geogrid Load Transfer Platform over Vibro-Concrete Columns <\/td>\n<\/tr>\n
778<\/td>\nSeismic Response of Rigid Faced Reinforced Soil Retaining Walls <\/td>\n<\/tr>\n
786<\/td>\nUsing EPS-Block Geofoam for Levee Rehabilitation and Construction <\/td>\n<\/tr>\n
794<\/td>\nGeosustainability
Sustainability in Geotechnics
Geo-Challenge as a Curricular Activity in Geotechnical Engineering Education <\/td>\n<\/tr>\n
802<\/td>\nInformation Literacy: Moving Beyond Wikipedia <\/td>\n<\/tr>\n
810<\/td>\nInvigorating Geotechnical Engineering Education at the University of Illinois <\/td>\n<\/tr>\n
818<\/td>\nModeling Instruction in an Environmental Geotechnics Course <\/td>\n<\/tr>\n
826<\/td>\nProfessional Development of Engineering Educators: Stressing on Pedagogical Knowledge and the Practice <\/td>\n<\/tr>\n
834<\/td>\nResearch-Based and Service-Learning Modules for Undergraduate Geotechnical Engineering Courses <\/td>\n<\/tr>\n
842<\/td>\nWhy is Sustainability Important in Geotechnical Engineering? <\/td>\n<\/tr>\n
850<\/td>\nSustainability Based on Lean Thinking and Ethics <\/td>\n<\/tr>\n
858<\/td>\nSustainable Solutions for an Environmentally and Socially Just Society <\/td>\n<\/tr>\n
865<\/td>\nMoving Towards Sustainability in Geotechnical Engineering <\/td>\n<\/tr>\n
873<\/td>\nRisk Based Design of Levee System <\/td>\n<\/tr>\n
880<\/td>\nThe Development Timeline Framework: A Tool for Engendering Sustainable Use of Underground Space <\/td>\n<\/tr>\n
888<\/td>\nEmbodied Energy as an Environmental Impact Indicator for Basement Wall Construction <\/td>\n<\/tr>\n
896<\/td>\nLife Cycle Impacts for Concrete Retaining Walls vs. Bioengineered Slopes <\/td>\n<\/tr>\n
904<\/td>\nSoil-Bioengineering for Slope Stabilization in Ohio <\/td>\n<\/tr>\n
912<\/td>\nGround Improvement Technologies for a Sustainable World <\/td>\n<\/tr>\n
920<\/td>\nDeep Borehole Heat Exchanger with a CO[sub(2)] Gravitational Heat Pipe <\/td>\n<\/tr>\n
928<\/td>\nAspects of Sustainability in Ground Energy Systems <\/td>\n<\/tr>\n
936<\/td>\nSustainable Materials and Infrastructure
Compressive Creep Behavior of HDPE Using Time Temperature Superposition <\/td>\n<\/tr>\n
944<\/td>\nFlexural Behavior of Composite IsoTruss Reinforced Concrete Piles <\/td>\n<\/tr>\n
952<\/td>\nLateral Load Behavior of a Concrete-Filled GFRP Pipe Pile <\/td>\n<\/tr>\n
960<\/td>\nStatic and Dynamic Load Tests on Driven Polymeric Piles <\/td>\n<\/tr>\n
968<\/td>\nFoundation Design against Progressive Collapse of Buildings <\/td>\n<\/tr>\n
976<\/td>\nJet Grouting for Support of Excavations near Historic Structures <\/td>\n<\/tr>\n
981<\/td>\nPerformance Expectations of Early 20th Century Urban American Building Foundations <\/td>\n<\/tr>\n
989<\/td>\nSustainable Design Concepts and Galvanized MSE Reinforcements <\/td>\n<\/tr>\n
997<\/td>\nWidening of the George P. Coleman Memorial Bridge <\/td>\n<\/tr>\n
1005<\/td>\nUnderground Expansion of a 27-Year Old Cultural Centre Excavation and Foundation Reuse Concerns <\/td>\n<\/tr>\n
1013<\/td>\nThree-Dimensional Performance of an Over-Size Complex Excavation in Shanghai <\/td>\n<\/tr>\n
1021<\/td>\nResilient Modulus and Dynamic Modulus of Warm Mix Asphalt <\/td>\n<\/tr>\n
1029<\/td>\nThe Dynamic Modulus of Asphalt Mixture with Bottom Ash Aggregates <\/td>\n<\/tr>\n
1037<\/td>\nEvaluation of Asphalt Mixtures Containing Sasobit Warm Mix Additive <\/td>\n<\/tr>\n
1045<\/td>\nGround Penetration Radar as a Tool for Pavement Condition Diagnostics <\/td>\n<\/tr>\n
1053<\/td>\nThe Urban Heat Island Effect and Impact of Asphalt Rubber Friction Course Overlays on Portland Cement Concrete Pavements in the Phoenix Area <\/td>\n<\/tr>\n
1062<\/td>\nVisco-Elastic Portrayal of Bituminous Materials: Artificial Neural Network Approach <\/td>\n<\/tr>\n
1070<\/td>\nAccelerated Testing of Geogrid-Reinforced Subgrade in Flexible Pavements <\/td>\n<\/tr>\n
1078<\/td>\nEffectiveness of Geogrid Base-Reinforcement in Flexible Pavements <\/td>\n<\/tr>\n
1086<\/td>\nImproving the Tensile Strength and Toughness of a Soil-Cement-Fly Ash Pavement Subgrade with Recycled HDPE Strips <\/td>\n<\/tr>\n
1094<\/td>\nPerformance Evaluation of Stabilized Base and Subbase Material <\/td>\n<\/tr>\n
1102<\/td>\nA Process to Identify and Verify the Binder Grades of HMA Mixtures Containing Asphalt RAP Materials <\/td>\n<\/tr>\n
1110<\/td>\nLaboratory Study on Effects of Geogrid Properties on Subgrade Stabilization of Flexible Pavements <\/td>\n<\/tr>\n
1118<\/td>\nAn Integrated Monitoring Plan for BioInfiltration BMPs <\/td>\n<\/tr>\n
1126<\/td>\nDesign of an Instrumented Model Green Roof Experiment <\/td>\n<\/tr>\n
1134<\/td>\nGravity Drainage of Large Stormwater Volumes into Epikarstic Bedrock <\/td>\n<\/tr>\n
1142<\/td>\nPermeable Concretes for Railway Abutment and U-Wall Drainage Remediation <\/td>\n<\/tr>\n
1150<\/td>\nStormwater Management that Combines Paved Surfaces and Urban Trees <\/td>\n<\/tr>\n
1158<\/td>\nTemperature Response in a Pervious Concrete System Designed for Stormwater Treatment <\/td>\n<\/tr>\n
1166<\/td>\nFuzzy Classification System to Assess Hydrocarbon Contamination <\/td>\n<\/tr>\n
1174<\/td>\nA Framework for Decision Support System for Sustainable Management of Contaminated Land <\/td>\n<\/tr>\n
1184<\/td>\nNon-Compliant Setback of Existing Buildings from Sloping Ground Geotechnical and Legal Ramifications <\/td>\n<\/tr>\n
1192<\/td>\nRadiological Risk Assessment and Ecological Rehabilitation for a Romanian Uranium Tailing Pond <\/td>\n<\/tr>\n
1200<\/td>\nStochastic Modeling of Redundancy in Mechanically Stabilized Earth (MSE) Walls <\/td>\n<\/tr>\n
1208<\/td>\nAn Earthquake Warning System Using Fuzzy Logic and Geospatial Analysis <\/td>\n<\/tr>\n
1216<\/td>\nIndexes
Subject Index
A
B
C
D
E <\/td>\n<\/tr>\n
1217<\/td>\nF
G
H
I
J
K
L
M <\/td>\n<\/tr>\n
1218<\/td>\nN
O
P
R
S <\/td>\n<\/tr>\n
1219<\/td>\nT
U
V
W <\/td>\n<\/tr>\n
1220<\/td>\nAuthor Index
A
B
C
D <\/td>\n<\/tr>\n
1221<\/td>\nE
F
G
H
I
J
K <\/td>\n<\/tr>\n
1222<\/td>\nL
M
N
O
P <\/td>\n<\/tr>\n
1223<\/td>\nQ
R
S
T
V
W
X <\/td>\n<\/tr>\n
1224<\/td>\nY
Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

GeoCongress 2008<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2008<\/td>\n1224<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78757,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78756","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/78756","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/78757"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78756"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78756"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78756"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}