{"id":78760,"date":"2024-10-17T18:25:15","date_gmt":"2024-10-17T18:25:15","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784409725-2008\/"},"modified":"2024-10-24T19:38:02","modified_gmt":"2024-10-24T19:38:02","slug":"asce-9780784409725-2008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784409725-2008\/","title":{"rendered":"ASCE 9780784409725 2008"},"content":{"rendered":"

GSP 179 contains 135 papers on mechanical and chemical soil behavior, testing, and modeling that were presented at GeoCongress 2008, held in New Orleans, Louisiana, March 9-12, 2008.<\/p>\n

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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>\nTesting, Characterization, and Monitoring
Keynote Paper
The Path Behind and Highway Ahead: A Perspective on the Future of Geophysics in Engineering <\/td>\n<\/tr>\n
33<\/td>\nMechanical and Chemical Soil Behavior
A Modified Method for M[sub(R)] Testing to Evaluate Temperature Effects in Emulsion-Stabilized Gravel <\/td>\n<\/tr>\n
41<\/td>\nExperimental Study on the Stabilization of Organic Clay with Fly Ash and Cement Mixed Method <\/td>\n<\/tr>\n
49<\/td>\nOptimize Drainable Unbound Aggregate through Laboratory Tests <\/td>\n<\/tr>\n
57<\/td>\nDensity and Strength Properties of Sand-Expanded Polystyrene Beads Mixture <\/td>\n<\/tr>\n
65<\/td>\nCharacterization and Geotechnial Properties of Piedmont Residual Soils <\/td>\n<\/tr>\n
73<\/td>\nGround Acceleration Based Characterization of High-Speed Rail Track Bed <\/td>\n<\/tr>\n
81<\/td>\nDevelopment of a Large Consolidometer-Permeameter Apparatus for Testing Soft Soils <\/td>\n<\/tr>\n
89<\/td>\nRecompression Index (C[sub(r)] for Overconsolidated Soft Clay Soils <\/td>\n<\/tr>\n
97<\/td>\nInfluence of Pharmaceutical Effluent on the Physico-Chemical Behaviour and Geotechnical Characteristics of Cohesive Soil Systems <\/td>\n<\/tr>\n
105<\/td>\nInfluence of Pore Gas on Ponded Infiltration into Soil Columns <\/td>\n<\/tr>\n
113<\/td>\nGeotechnical Properties of Palouse Loess Modified with Cement Kiln Dust and Portland Cement <\/td>\n<\/tr>\n
121<\/td>\nSubgrade Characterization for Better Ground Improvement Design <\/td>\n<\/tr>\n
129<\/td>\nThe Confluence of Visualization, Experimental, and Theoretical Mechanics
Physical and Numerical Simulation of Shallow Penetration of a Cylindrical Object into Soft Clay <\/td>\n<\/tr>\n
139<\/td>\nVisualization of Plugging Phenomena in Vertically Loaded Open-Ended Piles <\/td>\n<\/tr>\n
146<\/td>\nTheoretical and Experimental Analysis of Rock-Socked Drilled Shafts <\/td>\n<\/tr>\n
154<\/td>\nAn Alternative Method for Determining Ground Strains for Soil-Structure Interaction Problems <\/td>\n<\/tr>\n
162<\/td>\nCentrifuge Model Study of Pile Group Subject to Adjacent Excavation <\/td>\n<\/tr>\n
170<\/td>\nThe Variation of Pore Pressure Related with Failure in Fine-Grained Soils under Uniform Cyclic Loadings <\/td>\n<\/tr>\n
178<\/td>\nBehavior of ACIP Piles in Tension and Compression in Very Dense Sand: Load Test and FEM Analysis <\/td>\n<\/tr>\n
186<\/td>\nCentrifuge Model Test and Numerical Analysis on Steel Pipe Sheet Piles Reinforcement Method <\/td>\n<\/tr>\n
194<\/td>\nDeformation Behavior of the Ground around Flexible Structures by Using Two-Dimensional Model Ground <\/td>\n<\/tr>\n
202<\/td>\nPermanent Strain Characterization in Granular Materials Using Repeated Load Triaxial Tests and Digital Image Correlation (DIC) Technique <\/td>\n<\/tr>\n
210<\/td>\nReevaluation of Compressibility of the Namak Clay from Field Measurements <\/td>\n<\/tr>\n
218<\/td>\nShearing Behavior of Sands in Terms of Compressibility Mechanisms <\/td>\n<\/tr>\n
226<\/td>\nMicroscopic Heterogeneity of Fluid Inclusion Distributions in Rocks <\/td>\n<\/tr>\n
234<\/td>\nRole of X-Ray CT on the Investigation of Ground Behavior beneath Vertically Loaded Deep and Shallow Foundations\u2014New Direction of Research Tool <\/td>\n<\/tr>\n
242<\/td>\nSemi-Automated Tracking of Excavation Activities Using Imaging Techniques <\/td>\n<\/tr>\n
250<\/td>\nFine-Grained Mixtures: Fabric Formation and Control <\/td>\n<\/tr>\n
258<\/td>\nA New Density Measuring Device with Laser Technique <\/td>\n<\/tr>\n
266<\/td>\nPotential Use of Recycled Rubberized CLSM as Bridge Approach Backfill <\/td>\n<\/tr>\n
274<\/td>\nSubsurface Characterization and Monitoring
Ambient Noise Site Investigation of a Representative MSW Landfill in Bishkek, Kyrgyzstan <\/td>\n<\/tr>\n
282<\/td>\nElastic and Electromagnetic Wave-Based Techniques for Bottom and Subbottom Profiling in Shallow Waters <\/td>\n<\/tr>\n
290<\/td>\nEstimation of Particle Size Distribution from Time Domain Reflectometry: Potentials and Limitations <\/td>\n<\/tr>\n
297<\/td>\nHyperspectral Remote Sensing for Municipal Land Cover Classification <\/td>\n<\/tr>\n
305<\/td>\nTunnel Detection Using Cross-Well Radar <\/td>\n<\/tr>\n
313<\/td>\nExperimental Investigation of Drainage in Fractionally-Wet Sands in mm- and cm-Scale Columns <\/td>\n<\/tr>\n
321<\/td>\nAdvanced Airborne Geophysics for Engineering Solutions <\/td>\n<\/tr>\n
329<\/td>\nA Rapid Field Soil Characterization System <\/td>\n<\/tr>\n
337<\/td>\nElectrical Conductivity of Soils and Soil Properties <\/td>\n<\/tr>\n
345<\/td>\nNew Applications to Determine Subsurface Characteristics and Contaminants <\/td>\n<\/tr>\n
353<\/td>\nDetermination of Soil Characteristic Frequency Using Acoustic Techniques <\/td>\n<\/tr>\n
361<\/td>\nTesting of Instrumented Construction Mats and Billets <\/td>\n<\/tr>\n
369<\/td>\nPerformance Analysis of Heavily Instrumented Flexible Pavement <\/td>\n<\/tr>\n
377<\/td>\nAssessment of Energy Transfer Ratio in SPT Using Automatic Hammers <\/td>\n<\/tr>\n
385<\/td>\nEstimating Shear Strength Properties of Soils Using SPT Blow Counts: An Energy Balance Approach <\/td>\n<\/tr>\n
393<\/td>\nEvaluation of Axial Load Capacity of Driven Piles in Soft Soils Using CPT and Static Analysis Methods <\/td>\n<\/tr>\n
401<\/td>\nPreliminary Analysis Comparing Measured Responses of FWD and Traffic Data <\/td>\n<\/tr>\n
409<\/td>\nSoil Velocity Profiles from In-Situ Seismic Tests at Deep-Mixing Sites <\/td>\n<\/tr>\n
417<\/td>\nTemperature Effects on Falling Weight Deflectometer Measurement <\/td>\n<\/tr>\n
425<\/td>\nCharacterization of Rocks and Problematic Soils
Effect of Moisture on the Peak Shear Stress and Compressibility of a Carbonate Cemented Sand of Southern New Mexico <\/td>\n<\/tr>\n
433<\/td>\nCharacterization of Compost Amended Soils <\/td>\n<\/tr>\n
441<\/td>\nLaboratory Tests on Two Remolded Carbonate Soils from the Arabian Gulf Shore <\/td>\n<\/tr>\n
449<\/td>\nPermeability of Coarse-Grain Soil from Void Space and Pore Distribution <\/td>\n<\/tr>\n
457<\/td>\nResponse of Collapsible Soils to Various Landscape and Drainage Conditions <\/td>\n<\/tr>\n
465<\/td>\nSulfate Induced Heave in Oklahoma Soils Due to Lime Stabilization <\/td>\n<\/tr>\n
473<\/td>\nA Rock Mass Classification Scheme for Estimating Hydraulic Conductivity of Fractured Rocks <\/td>\n<\/tr>\n
481<\/td>\nDeep Tunnels in Clay Shales: Evaluation of Key Properties for Short and Long Term Support <\/td>\n<\/tr>\n
489<\/td>\nGround Characterization for Tunnels in High Mountain Ranges\u2014Risk and Mitigation <\/td>\n<\/tr>\n
497<\/td>\nProgressive Failure of a Dam Abutment: A Fracture Mechanics Analysis <\/td>\n<\/tr>\n
505<\/td>\nRemote Characterization of Rock Exposures Using Terrestrial LiDAR <\/td>\n<\/tr>\n
513<\/td>\nStresses around Unsupported Tunnels in Rock <\/td>\n<\/tr>\n
521<\/td>\nSensor Technologies and Data Representation
Continuous Real-Time Monitoring of an Active Landslide Using a High-Density Accelerometer Network <\/td>\n<\/tr>\n
530<\/td>\nFibre Optics Monitoring of Clay Cuttings and Embankments along London’s Ring Motorway <\/td>\n<\/tr>\n
538<\/td>\nHardware Architecture for Wireless Sensor Network Measurement of Vibrations <\/td>\n<\/tr>\n
546<\/td>\nInstrumentation for the NEESR Sand Aging Field Experiment <\/td>\n<\/tr>\n
554<\/td>\nReal-Time Construction Monitoring with a Wireless Shape-Acceleration Array System <\/td>\n<\/tr>\n
562<\/td>\nTechniques Used to Measure Strain on Geosynthetics in Dynamic Applications <\/td>\n<\/tr>\n
570<\/td>\nExtending the Geotechnical Dictionary: Best Practice for Customizing the International Framework for Geotechnical Data <\/td>\n<\/tr>\n
578<\/td>\nGeoenvironmental and Geotechnical Data Exchange: Setting the Standard <\/td>\n<\/tr>\n
586<\/td>\nGeotechnical Data Sharing and Electronic Data Exchange at Minnesota DOT <\/td>\n<\/tr>\n
594<\/td>\nOptimized Site Investigation and Risk Assessment Strategies Considering Uncertain Geotechnical Parameters Using Geo-AllStaR <\/td>\n<\/tr>\n
602<\/td>\nRepresenting Geo-Engineering Data from Instruments and Transducers <\/td>\n<\/tr>\n
610<\/td>\nSix Sigma Approach to Sustainable Institutional Environmental Data Management <\/td>\n<\/tr>\n
618<\/td>\nCharacterization of Recycled Materials for Geotechnical Infrastructure Design
Effect of Curing Time on Mechanical Behavior of Crushed Solidified Dredged Material <\/td>\n<\/tr>\n
626<\/td>\nEffects of Solar Energy on the Mechanical Properties of Tailings in Tailings Dams <\/td>\n<\/tr>\n
634<\/td>\nEngineering Characterization of Cement-Fiber Treated RAP Aggregates <\/td>\n<\/tr>\n
643<\/td>\nEngineering Controlled Low Strength Materials Using Scrap Tire Rubber <\/td>\n<\/tr>\n
651<\/td>\nThe Use of Recycled Aggregate in Vibro-Stone Columns\u2014A UK Perspective <\/td>\n<\/tr>\n
659<\/td>\nUse of Tire Bales for Erosion Control Projects in New Mexico <\/td>\n<\/tr>\n
667<\/td>\nModeling
Keynote Paper
Understanding Two-Phase Transport in Porous Media: What Challenges Still Remain? <\/td>\n<\/tr>\n
685<\/td>\nAdvances in Numerical and Computational Geotechnics
A Predictive Model for Static Liquefaction <\/td>\n<\/tr>\n
691<\/td>\nAdaptive Time Integration for the Convection-Dispersion Equation <\/td>\n<\/tr>\n
699<\/td>\nAxisymmetric Biot’s Consolidation of Multi-Layered Soils with Compressible Constituents <\/td>\n<\/tr>\n
707<\/td>\nNonlinear Material Models for Winkler-Based Shallow Foundation Response Evaluation <\/td>\n<\/tr>\n
715<\/td>\nNumerical and Experimental Study of Tree Influence on the Ground <\/td>\n<\/tr>\n
723<\/td>\nPlane Strain Biot’s Consolidation of Multi-Layered Soils with Compressible Constituents <\/td>\n<\/tr>\n
731<\/td>\nA Numerical Model for Predicting Pile Setup in Clay <\/td>\n<\/tr>\n
739<\/td>\nEffect of Soil Disturbance on Consolidation Aided by Prefabricated Vertical Drains Installed in a Triangular Pattern <\/td>\n<\/tr>\n
747<\/td>\nNumerical Simulation of T-Bar Penetration in Soft Clay <\/td>\n<\/tr>\n
755<\/td>\nEffect of Spatial Variation of Soil Properties on the Slope Stability Analysis <\/td>\n<\/tr>\n
763<\/td>\nSimulation of Cyclic Loading Tests for Asphalt Mixtures Using User Defined Models within Discrete Element Method <\/td>\n<\/tr>\n
771<\/td>\nOne-Dimension Consolidation of Double-Layered Foundation with Two-Level Load <\/td>\n<\/tr>\n
779<\/td>\nCoupled Processes and Contaminant Transport Modeling
Mapping Long Term Mean Groundwater Level Using Existing Water Well Data <\/td>\n<\/tr>\n
787<\/td>\nNumerical Modelling of the Contaminant Transport through Stratified Soil <\/td>\n<\/tr>\n
795<\/td>\nTwo-Dimensional Contaminant Transport Modelling Using Meshless Method <\/td>\n<\/tr>\n
803<\/td>\nApplication of Evidence Theory to Quantify Uncertainty in Contaminant Transport Modeling <\/td>\n<\/tr>\n
811<\/td>\nMathematical Models to Control Saltwater Intrusion in Coastal Aquifers <\/td>\n<\/tr>\n
819<\/td>\nDetermination of Tailings Impoundment Capacity via Finite-Strain Consolidation Models <\/td>\n<\/tr>\n
827<\/td>\nAn Experimental Investigation of Consolidation-Induced Solute Transport <\/td>\n<\/tr>\n
835<\/td>\nInfluence of Membrane Behavior on Contaminant Transport through Geosynthetic Clay Liners <\/td>\n<\/tr>\n
843<\/td>\nIntrinsic Sorptivity for Soils with Different Average Grain Size Diameters <\/td>\n<\/tr>\n
851<\/td>\nMethod for Visualizing Coupled Particle and Fluid Transport in Porous Media <\/td>\n<\/tr>\n
859<\/td>\nModeling of 2D Flow Using Transparent Aquabeads <\/td>\n<\/tr>\n
867<\/td>\nModeling of Multi-Phase Flow and Surfactant Flushing Using Transparent Aquabeads <\/td>\n<\/tr>\n
875<\/td>\nEmerging Technologies and Uncertainty Modeling
Empirical Model for Liquefaction Resistance of Soils Based on Artificial Neural Network Learning of Case Histories <\/td>\n<\/tr>\n
883<\/td>\nEvaluating Slope Failures in Ali-shan, Taiwan by Artificial Neural Networks <\/td>\n<\/tr>\n
891<\/td>\nLandslide Hazard Assessment: A Qualitative and a Knowledge-Based Technique <\/td>\n<\/tr>\n
899<\/td>\nSlope Stability during Earthquakes: A Neural Network Application <\/td>\n<\/tr>\n
907<\/td>\nThree-Dimensional Face Stability Analysis of Circular Tunnels by Numerical Simulations <\/td>\n<\/tr>\n
915<\/td>\nThree-Dimensional Face Stability Analysis of Circular Tunnels by a Kinematical Approach <\/td>\n<\/tr>\n
923<\/td>\nA Methodology for Applying Probability Theory to Unsaturated Hydraulic Properties as the Foundation for Seepage Analysis <\/td>\n<\/tr>\n
931<\/td>\nModeling the Creep Compliance of Asphalt Concrete Using the Artificial Neural Network Technique <\/td>\n<\/tr>\n
938<\/td>\nProbabilistic Analysis of Soil Water Characteristic Curves from Sandy Clay Loam <\/td>\n<\/tr>\n
947<\/td>\nUncertainty Representation in Health Risk Assessment of Contaminated Sites <\/td>\n<\/tr>\n
955<\/td>\nA Comparative Study of Ordinary Kriging and Support Vector Machine Models for the Spatial Variability of Rock Depth in Bangalore <\/td>\n<\/tr>\n
963<\/td>\nAssessment of Soil Vulnerability to Heavy-Metal Contamination Using Hierarchical Fuzzy Inference System <\/td>\n<\/tr>\n
971<\/td>\nMicro-Mechanics in Granular Media
Effect of Sample Size and Shape on Critical State <\/td>\n<\/tr>\n
979<\/td>\nMembrane Effects on Microstructure Evolution in 2D DEM Experiments <\/td>\n<\/tr>\n
987<\/td>\nAccounting for Void Ratio Variation in Determination of Grain Size Distribution by Soil Column Image Processing <\/td>\n<\/tr>\n
995<\/td>\nNumerical Modeling of Suspensions Using the Lattice Boltzmann Method <\/td>\n<\/tr>\n
1003<\/td>\nPhysical Model and Discrete Element Method Analysis of a Granular Platform Supported by Piles in Soft Soil <\/td>\n<\/tr>\n
1011<\/td>\nStatistical Analysis of Unbound Subgrade Pressure Measurements <\/td>\n<\/tr>\n
1019<\/td>\nCell Size Effects in Characterizing Dry Quartz Sand Particles <\/td>\n<\/tr>\n
1027<\/td>\nEffective Stress of Unsaturated Granular Soils in a Pendular State <\/td>\n<\/tr>\n
1033<\/td>\nEffects of Force Field in Molecular Mechanics Simulation of Geo-Materials <\/td>\n<\/tr>\n
1041<\/td>\nPrediction of Dynamic Modulus of Asphalt Concrete Using Two-Dimensional and Three-Dimensional Discrete Element Modeling Approach <\/td>\n<\/tr>\n
1049<\/td>\nVisualization of Shear Band in Sand Using Synchrotron Micro-Tomography <\/td>\n<\/tr>\n
1057<\/td>\nTemperature Gradient of RCC-AC Composite Pavements <\/td>\n<\/tr>\n
1067<\/td>\nEnvironmental Geomechanics
An Assessment of Alternative Cap Covers for the King Road Landfill <\/td>\n<\/tr>\n
1074<\/td>\nFormulation for the THMC Analysis of Clayey Materials: Application to Radioactive Waste Disposal <\/td>\n<\/tr>\n
1082<\/td>\nThermal Conductivity of Soft Bangkok Clay <\/td>\n<\/tr>\n
1090<\/td>\nThermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay <\/td>\n<\/tr>\n
1098<\/td>\nUnsaturated Soils under Non-Isothermal Conditions: Framework of a New Constitutive Model <\/td>\n<\/tr>\n
1105<\/td>\nYielding of Saturated Clays at Elevated Temperatures <\/td>\n<\/tr>\n
1114<\/td>\nIndexes
Subject Index
A
B
C
D
E
F <\/td>\n<\/tr>\n
1115<\/td>\nG
H
I
K
L
M
N
O
P <\/td>\n<\/tr>\n
1116<\/td>\nR
S
T <\/td>\n<\/tr>\n
1117<\/td>\nU
V
W
X <\/td>\n<\/tr>\n
1118<\/td>\nAuthor Index
A
B
C
D <\/td>\n<\/tr>\n
1119<\/td>\nE
F
G
H
I
J
K <\/td>\n<\/tr>\n
1120<\/td>\nL
M
N
O
P
Q
R <\/td>\n<\/tr>\n
1121<\/td>\nS
T
U
V
W
X
Y <\/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>\n1122<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78761,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78760","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\/78760","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\/78761"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78760"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78760"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78760"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}