Computer Aided Modeling of Soil Mix Designs to Predict Characteristics and Properties of Stabilized Road Bases

Similar documents
SYSTEMATIC EVALUATION OF RUN OFF ROAD CRASH LOCATIONS IN WISCONSIN FINAL REPORT

Falling Weight Deflectometer vs Laboratory Determined Resilient Modulus (Slab Curling Study)

Interpretation of Reflection Seismic Data Acquired for Knight Hawk Coal, LLC

UTC ETT160. Incorporation of Hands-on Experiments in an Introductory Structural Analysis Course

NUTC R367. Assessment of Active Karst Features in Proximity to Paved Roadways

PERMEABILITY CHANGES in SOIL DUE TO FILL LOADING and its EFFECT on the GROUNDWATER FLOW REGIME

Texas Transportation Institute The Texas A&M University System College Station, Texas

CENTER FOR INFRASTRUCTURE ENGINEERING STUDIES

UTC R189 GEOPHYSICAL ASSESSMENT OF KARST ACTIVITY. Neil L. Anderson

MAPPING THE RAINFALL EVENT FOR STORMWATER QUALITY CONTROL

Volume 6 Water Surface Profiles

DRAFT. Evaluation of Joint Sealant Materials, US-36, Doniphan County, Kansas. Report No. FHWA-KS-08-2

The Development of a Performance Specification for Granular Base and Subbase Material

FUNDAMENTAL STUDIES OF THE CATALYTIC IGNITION PROCESS

Assessing state-wide biodiversity in the Florida Gap analysis project

Technical Report Documentation Page 2. Government Accession No. 3. Recipient's Catalog No. 1. Report No. FHWA/TX-02/1863-1

Dynamics of Transport and Variability in the Denmark Strait Overflow

FHWA/IN/JTRP-2008/1. Final Report. Jon D. Fricker Maria Martchouk

NUTC R296. Advanced Moisture Modeling of Polymer Composites. K. Chandrashekhara Curators Professor Department of Mechanical and Aerospace Engineering

Predictive Model for Archaeological Resources. Marine Corps Base Quantico, Virginia John Haynes Jesse Bellavance

AIRFOIL DESIGN PROCEDURE A MODIFIED THEODORSEN E-FUNCTION. by Raymond L. Barger. Langley Research Center NASA TECHNICAL NOTE NASA TN D-7741

THE IMPORTANCE OF ACTIVE AND INTELLIGENT TIRES FOR AUTONOMOUS VEHICLES

Design for Lifecycle Cost using Time-Dependent Reliability

REPORT DOCUMENTATION PAGE

METHODS FOR EVALUATING RESILIENT MODULI OF PAVING MATERIALS

Quantitation and Ratio Determination of Uranium Isotopes in Water and Soil Using Inductively Coupled Plasma Mass Spectrometry (ICP-MS)

PERFORMANCE ANALYSIS OF WELCH PRODUCTS RECYCLED RUBBER SPACER BLOCK

Coastal Engineering Technical Note

Travel Time Calculation With GIS in Rail Station Location Optimization

City of Grand Island Tuesday, October 13, 2015 Council Session

Optimizing Robotic Team Performance with Probabilistic Model Checking

REPORT DOCUMENTATION PAGE

Author(s): Charles K. Cover, P.E. Federal Energy Regulatory Commission

Safety and Driver Behavior Studies at Multiple Lane Approaches to Stop-Controlled Intersections

SUMMARY OF DIMENSIONLESS TEXAS HYETOGRAPHS AND DISTRIBUTION OF STORM DEPTH DEVELOPED FOR TEXAS DEPARTMENT OF TRANSPORTATION RESEARCH PROJECT

Attribution Concepts for Sub-meter Resolution Ground Physics Models

of an early warning system

INTERACTION AND REMOTE SENSING OF SURFACE WAVES AND TURBULENCE

FINAL REPORT. Richard H. Clarke Department of Chemistry Boston University. February 25, U.S. Army Research Office DAAG K-0124

Curating and Maintenance of the Sediment Library and Dredge Collection

Closed-form and Numerical Reverberation and Propagation: Inclusion of Convergence Effects

6. Performing Organization Code

REPORT DOCUMENTATION PAGE

Prediction and Prevention of Tripped Rollovers

Technical Report Documentation Page

Basics of GIS. by Basudeb Bhatta. Computer Aided Design Centre Department of Computer Science and Engineering Jadavpur University

GENERAL INSTRUCTIONS FOR COMPLETING SF 298

FIELD EVALUATION OF SMART SENSOR VEHICLE DETECTORS AT RAILROAD GRADE CROSSINGS VOLUME 4: PERFORMANCE IN ADVERSE WEATHER CONDITIONS

research report Characterization of Unbound Pavement Materials From New Mechanistic-Empirical Pavement Design Procedure

LINEAR REGRESSION CRASH PREDICTION MODELS: ISSUES AND PROPOSED SOLUTIONS

EVALUATION OF WILDLIFE REFLECTORS IN REDUCING VEHICLE-DEER COLLISIONS ON INDIANA INTERSTATE 80/90

Applications: Introduction Task 1: Introduction to ArcCatalog Task 2: Introduction to ArcMap Challenge Question References

GeoShanghai 2010 International Conference Paving Materials and Pavement Analysis

Ground-based Interferometric Radar for Rockfall Hazard Monitoring

Breaking the 5 Mile per Hour Barrier: Automated Mapping Using a Normal Depth Calculation

The Next Generation of Traffic Management Systems

Standard Title Page - Report on Federally Funded Project 1. Report No. 2. Government Accession No. 3. Recipient s Catalog No.

Analysis Comparison between CFD and FEA of an Idealized Concept V- Hull Floor Configuration in Two Dimensions. Dr. Bijan Khatib-Shahidi & Rob E.

AD-AISS "3 IMPACT OF DETECTOR LOCATION AND ORIENTATION ERRORS ON in THE PERPENDICULAR METHOD AN INTRODUCTION(U) JET PROPULSION LAB PASADENA CA 03 OCT

System Reliability Simulation and Optimization by Component Reliability Allocation

Cost-Benefit Analysis of the Pooled- Fund Maintenance Decision Support System: Case Study

C o f l F - 9m307-- SPREADSHEET APPLICATION TO CLASSIFY RADIOACTIVE MATERIAL FOR SHIPMENTa. A. N. Brown

Use of Wijsman's Theorem for the Ratio of Maximal Invariant Densities in Signal Detection Applications

Sea Ice Model for Marginal Ice Zone

2004 Report on Roadside Vegetation Management Equipment & Technology. Project 2156: Section 9

University of Kentucky, Lexington, Kentucky Bachelor of Science, August 1983 to May 1990 Major: Mechanical Engineering

20. Security Classif.(of this page) Unclassified

8. Who is the university administrator responsible for verifying data (and completing IPEDS reports) at your institution?

Assessment of Frost Impact on Cast Iron Pipes

FHWA/IN/JTRP-2008/5. Final Report. Dongwook Kim Rodrigo Salgado

Computer Simulation of Sand Ripple Growth and Migration.

Existing Right-of-way Plats Database

FRACTAL CONCEPTS AND THE ANALYSIS OF ATMOSPHERIC PROCESSES

On Applying Point-Interval Logic to Criminal Forensics

Texas Transportation Institute The Texas A&M University System College Station, Texas

GIS Based Transit Information System for Metropolitan Cities in India

Geotechnical Risks and Slope Management Systems: An FHWA Perspective

Tornado Knowledge and Perceptions as an Influence on Safety Actions Taken: Preliminary Results

NAAB Annual Report -- Part I Statistical Report SECTION A. INSTITUTIONAL CHARACTERISTICS

Crowd Behavior Modeling in COMBAT XXI

City of Grand Island Tuesday, August 14, 2018 Council Session

8. Who is the university administrator responsible for verifying data (and completing IPEDS reports) at your institution?

proceedings ol the 53rd annual road school

Technical Report Documentation Page 2. Government 3. Recipient s Catalog No.

Development and Application of Acoustic Metamaterials with Locally Resonant Microstructures

Spatial Variation in Local Road Pedestrian and Bicycle Crashes

FIRE DEPARMENT SANTA CLARA COUNTY

THE INFLUENCE OF LENS HAZE ON HEADLAMP BEAM PATTERNS

Nebraska. Large Area Mapping Initiative. The Nebraska. Introduction. Nebraska Department of Natural Resources

KULTIWAVELENGTH LASER PROPAGATION STUDY ~ III. Quarterly Progress Report No. h March 16, June 15, J. Richard Kerr

Comparative Analysis of Flood Routing Methods

Intercity Bus Stop Analysis

Predicting Tropical Cyclone Formation and Structure Change

COLLEGE OF PUBLIC AFFAIRS AND COMMUNITY SERVICE School of Public Administration Emergency Services Program Bachelor of Science in Emergency Management

Appendix I-1: Archaeological Records Search

AD-A FATION PAGE cmb No SUPPLEMENTARY NOTESlIII lllll II ili JUN PRICE CODE

NORWEGIAN SEISMIC ARRAY NORSAR ESD ACCESSION LIST, Approv. Royal Norwegian Council for Scientific and Industrial Research. Copy No.

Development of Preliminary Load and Resistance Factor Design of Drilled Shafts in Iowa

Least-Cost Transportation Corridor Analysis Using Raster Data.

Flocculation, Optics and Turbulence in the Community Sediment Transport Model System: Application of OASIS Results

Transcription:

University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Final Reports & Technical Briefs from Mid-America Transportation Center Mid-America Transportation Center 2009 Computer Aided Modeling of Soil Mix Designs to Predict Characteristics and Properties of Stabilized Road Bases Charles W. Berryman Ph.D., CPC University of Nebraska-Lincoln Wayne Jensen Ph.D. University of Nebraska-Lincoln Tim Hensley P.E. University of Nebraska-Lincoln Follow this and additional works at: http://digitalcommons.unl.edu/matcreports Part of the Civil Engineering Commons Berryman, Charles W. Ph.D., CPC; Jensen, Wayne Ph.D.; and Hensley, Tim P.E., "Computer Aided Modeling of Soil Mix Designs to Predict Characteristics and Properties of Stabilized Road Bases" (2009). Final Reports & Technical Briefs from Mid-America Transportation Center. 8. http://digitalcommons.unl.edu/matcreports/8 This Article is brought to you for free and open access by the Mid-America Transportation Center at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Final Reports & Technical Briefs from Mid-America Transportation Center by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln.

Nebraska Transportation Center Report SPR-P1 (09) P319 Final Report 26-1114-0022-001 Computer Aided Modeling of Soil Mix Designs to Predict Characteristics and Properties of Stabilized Road Bases Charles W. Berryman, Ph.D., CPC Professor Durham School of Architectural Engineering & Construction University of Nebraska-Lincoln Wayne Jensen, Ph.D. Associate Professor Tim Hensley, P.E. Graduate Research Assistant 2009 Nebraska Transportation Center 262 WHIT 2200 Vine Street Lincoln, NE 68583-0851 (402) 472-1975 This report was funded in part through grant[s] from the Federal Highway Administration [and Federal Transit Administration], U.S. Department of Transportation. The views and opinions of the authors [or agency] expressed herein do not necessarily state or reflect those of the U. S. Department of Transportation.

Technical Report Documentation Page 1. Report No. SPR-1(09)P319 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle Computer Aided Modeling of Soil Mix Designs to Predict Characteristics and Properties of Stabilized Road Bases 5. Report Date July, 2009 6. Performing Organization Code 7. Author(s) Charles W. Berryman, Wayne Jensen, Tim Hensley 9. Performing Organization Name and Address Mid-America Transportation Center 2200 Vine St. PO Box 830851 Lincoln, NE 68583-0851 12. Sponsoring Agency Name and Address Nebraska Department of Roads 1500 Hwy. 2 Lincoln, NE 68502 15. Supplementary Notes 8. Performing Organization Report No. SPR-1(09)P319 10. Work Unit No. (TRAIS) 11. Contract or Grant No. 13. Type of Report and Period Covered July 1, 2009-June 30, 2009 14. Sponsoring Agency Code MATC TRB RiP No. 17016 16. Abstract Considerable data exists for soils that were tested and documented, both for native properties and properties with pozzolan stabilization. While the data exists there was no database for the Nebraska Department of Roads to retrieve this data for predicting soil properties. The conventional methods used to determine soil properties, such as maximum laboratory density and optimum moisture content, were tedious, labor intensive and time consuming. When soil stabilization is involved, more time and efforts are needed to determine maximum laboratory density, optimum moisture content and optimum pozzolan content. The objective of this project was to develop a computerized model to predict the soil properties of a given GI soil type using additives for soil stabilization. The model is able to predict the maximum laboratory density and optimum moisture content of native soil. Additionally the model can determine an optimum pozzolan percentage of soil stabilization. 17. Key Words Soil mix designs; modeling 19. Security Classif. (of this report) Unclassified 18. Distribution Statement 20. Security Classif. (of this page) Unclassified 21. No. of Pages 129 22. Price