A Methodology to Assess Data Variability and Risk in a Pavement Design System for Bangladesh.

This study aimed to develop a generic methodology to quantify the risk and reliability of pavement and embankment design for Bangladesh considering the variability in design data. The study also aimed to develop a construction quality control procedure to reduce the variability in data. To achieve this aim, data were collected from field and laboratory testing from four of the country’s representative roads and a database was developed. The collected data were studied and their variability was quantified. To develop a suitable risk quantification methodology for Bangladesh, the existing methods were investigated and compared for their appropriateness in connection with the proposed analytical pavement design method and the prevailing conditions. The method proposed in this research utilizes the first order second moment theory and an analytical model based on the method of equivalent thickness. For the risk analysis of embankments the first order second moment method was also identified as suitable in the context. An integrated example of the proposed procedure is given, using the data from one of the roads tested. Existing quality control methods and techniques were also reviewed to develop a suitable quality control procedure for Bangladesh. For pavements, a performance based quality control procedure considering their load carrying capacity as an acceptance criterion was also suggested in this research, together with a quality control procedure for embankments.

[1]  John T. Christian,et al.  Geotechnical Engineering Reliability: How Well Do We Know What We Are Doing? , 2004 .

[2]  R. Roque,et al.  Evaluation of FWD Data for Determination of Layer Moduli of Pavements , 2003 .

[3]  William N. Houston,et al.  Laboratory versus Nondestructive Testing for Pavement Design , 1992 .

[4]  Sameh Zaghloul,et al.  End-Result Specifications for Warranted Asphalt Pavements , 1998 .

[5]  P. Lumb,et al.  Probabilistic design of slopes , 1987 .

[6]  Ramesh K Kher,et al.  PROBABILISTIC CONCEPTS AND THEIR APPLICATIONS TO AASHO INTERIM GUIDE FOR DESIGN OF RIGID PAVEMENTS , 1973 .

[7]  Terrie Bressette,et al.  Development of Quality Control/ Quality Assurance Specifications by Using Statistical Quality Assurance for Asphalt Concrete Pavements in California , 1998 .

[8]  T. Scullion,et al.  Road evaluation with ground penetrating radar , 2000 .

[9]  F. S. Wong,et al.  Slope Reliability and Response Surface Method , 1985 .

[10]  Nii O. Attoh-Okine,et al.  PAVEMENT THICKNESS VARIABILITY AND ITS EFFECT ON DETERMINATION OF MODULI AND REMAINING LIFE , 1994 .

[12]  Imad L. Al-Qadi,et al.  Successful Application of Ground-Penetrating Radar for Quality Assurance-Quality Control of New Pavements , 2003 .

[13]  Jeongho Oh,et al.  Part 4: Pavement Subsurface Drainage: Estimation of Expected Moisture Contents for Pavements by Environmental and Soil Characteristics , 2006 .

[14]  Essam A Sharaf,et al.  Rational Selection of Factors of Safety in Reliability-Based Design of Flexible Pavements in Saudi Arabia , 1996 .

[15]  E. Spencer A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces , 1967 .

[16]  M. Welch,et al.  Seasonal Temperature Effects on Flexible Pavements in Tennessee , 2001 .

[17]  Richard M Weed A Rational Method for Relating As-Built Quality to Pavement Performance and Value , 1998 .

[18]  E. Drumm,et al.  Environmental Effects on the Predicted Service Life of Flexible Pavements , 2007 .

[19]  Barry J Dempsey,et al.  CLIMATIC-MATERIALS-STRUCTURAL PAVEMENT ANALYSIS PROGRAM , 1986 .

[20]  T Scullion,et al.  Using Nondestructive Testing Technologies to Assist in Selecting the Optimal Pavement Rehabilitation Strategy , 2007 .

[21]  D. V. Griffiths,et al.  SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .

[22]  W. H. Tang,et al.  Probability-based short term design of soil slopes , 1976 .

[23]  Michael I Darter,et al.  Comparison of As-Constructed and As-Designed Flexible Pavement Layer Thicknesses , 2003 .

[24]  Yang H. Huang,et al.  Pavement Analysis and Design , 1997 .

[25]  R. D'Andrea,et al.  Discussion of "Search Algorithm for Minimum Reliability Index of Earth Slopes" , 2001 .

[26]  Hyung Bae Kim Practical Probabilistic Design Format for Flexible Pavements , 2006 .

[27]  M. S. Snaith,et al.  Analytical design of flexible pavements , 2002 .

[28]  P. Pintado,et al.  Sensitivity analysis for estimation of pavement fatigue life , 1999 .

[29]  James L. Brown,et al.  A RECOMMENDED TEXAS HIGHWAY DEPARTMENT PAVEMENT DESIGN SYSTEM USER'S MANUAL , 1970 .

[30]  Gautam Bhattacharya,et al.  Direct search for minimum reliability index of earth slopes , 2003 .

[31]  G. B. Wetherill,et al.  Quality Control and Industrial Statistics , 1975 .

[32]  Richard M Weed Multicharacteristic Performance-Related Specification for Hot-Mix Asphalt Pavement: Complete Development Process , 2003 .

[33]  Marshall R. Thompson,et al.  Consideration and Characterization of Pavement Construction Variability , 1998 .

[34]  R. N. Chowdhury,et al.  Geotechnical system reliability of slopes , 1995 .

[35]  G. E. Barnes Soil Mechanics: Principles and Practice , 1995 .

[36]  Robert Y. Liang,et al.  A reliability based approach for evaluating the slope stability of embankment dams , 1999 .

[37]  Dan G Zollinger,et al.  Sensitivity analysis of input parameters for pavement design and reliability , 1995 .

[38]  Ahmed Alsherri,et al.  Reliability Model for Pavement Performance , 1988 .

[39]  Essam A Sharaf,et al.  ESTIMATION OF STANDARD DEVIATION OF PREDICTED PERFORMANCE OF FLEXIBLE PAVEMENTS USING AASHTO MODEL , 1994 .

[40]  Ivan Damnjanovic,et al.  Determination of Required Falling Weight Deflectometer Testing Frequency for Pavement Structural Evaluation at the Network Level , 2006 .

[41]  Ja Harison,et al.  TECHNICAL NOTE. CORRELATION BETWEEN CALIFORNIA BEARING RATIO AND DYNAMIC CONE PENETROM ETER STRENGTH MEASUREMENT OF SOILS. TECHNICAL NOTE 463. , 1987 .

[42]  Khaled Ksaibati,et al.  Pavement Roughness Data Collection and Utilization , 1999 .

[43]  E. Vanmarcke Reliability of Earth Slopes , 1977 .

[44]  Victor Torres‐Verdin,et al.  DYNAMIC QUALITY CONTROL OF FLEXIBLE PAVEMENTS , 1991 .

[45]  Robert H. Sues,et al.  Probabilistic Finite-Element Analysis of Airfield Pavements , 1996 .

[46]  Ivan Damnjanovic,et al.  Applying Method of Moments to Model Reliability of Pavements Infrastructure , 2006 .

[47]  Thomas F. Wolff,et al.  Discussion of "Probabilistic slope stability analysis for practice" , 2003 .

[48]  Dar-Hao Chen,et al.  Application of Dynamic Cone Penetrometer in Evaluation of Base and Subgrade Layers , 2001 .

[49]  Richard M Weed Practical Framework for Performance-Related Specifications , 1999 .

[50]  Jorge A Prozzi,et al.  Seasonal time series models to support traffic input data for mechanistic-empirical design guide , 2006 .

[51]  C L Monismith,et al.  Stochastic Model for Pavement Design , 1992 .

[52]  Richard M Weed Mathematical Modeling Procedures for Performance-Related Specifications , 2006 .

[53]  James L Burati,et al.  Accuracy and precision of typical quality measures , 2006 .

[54]  J. Christian,et al.  Reliability Applied to Slope Stability Analysis , 1994 .

[55]  David J. Williams,et al.  Search for critical slip surfaces based on finite element method , 1995 .

[56]  Lloyd S. Nelson,et al.  Modern Methods for Quality Control and Improvement , 1989 .

[57]  Gordon A. Fenton,et al.  Probabilistic Foundation Settlement on Spatially Random Soil , 2002 .

[58]  B. Satyanarayana,et al.  A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces , 1967 .

[59]  Bak Kong Low,et al.  Probabilistic Stability Analyses of Embankments Based on Finite-Element Method , 2006 .

[60]  Gonzalo R. Rada,et al.  COMPREHENSIVE EVALUATION OF LABORATORY RESILIENT MODULI RESULTS FOR GRANULAR MATERIAL , 1981 .

[61]  James L Brown RELIABILITY IN PAVEMENT DESIGN? WHO'S KIDDING WHOM? , 1994 .

[62]  Tien H. Wu,et al.  Safety Analysis of Slopes , 1970 .

[63]  D. C. Tobutt,et al.  The reliability of earth slopes , 1979 .

[64]  D. Cruden,et al.  Probabilistic slope stability analysis for practice , 2002 .

[65]  Thomas F. Wolff,et al.  Search Algorithm for Minimum Reliability Index of Earth Slopes , 2001 .

[66]  Murad Y. Abu-Farsakh,et al.  Application of Dynamic Cone Penetrometer in Pavement Construction Control , 2005 .

[67]  Michael I Darter,et al.  Estimation of Pavement Layer Thickness Variability for Reliability-Based Design , 2003 .

[68]  Norbert R. Morgenstern,et al.  Reply to the discussion by J.M. Duncan, M. Navin, and T.F. Wolff on "Probabilistic slope stability analysis for practice" , 2003 .

[69]  A. T. Papagiannakis,et al.  Utilizing Clustering Techniques in Estimating Traffic Data Input for Pavement Design , 2006 .

[70]  Charles C. Ladd,et al.  Corrected Field Vane Strength for Embankment Design , 1983 .

[71]  Charles W. Schwartz,et al.  Implementation of the NCHRP 1-37A Design Guide Final Report Volume 1: Summary of Findings and Implementation Plan , 2007 .

[72]  C. H. Juang,et al.  Stability analysis of existing slopes considering uncertainty , 1998 .

[73]  Eduardo Alonso,et al.  RISK ANALYSIS OF SLOPES AND ITS APPLICATION TO SLOPES IN CANADIAN SENSITIVE CLAYS , 1976 .

[74]  Animesh Das,et al.  MECHANISTIC-EMPIRICAL DESIGN OF BITUMINOUS ROADS: AN INDIAN PERSPECTIVE , 1999 .

[75]  C I Ellis RISK AND THE PAVEMENT DESIGN DECISION IN DEVELOPING COUNTRIES. , 1975 .

[76]  Muhammad Shahjahan,et al.  Materials considered for pavement and embankment design , 2010 .

[77]  S F Brown,et al.  DEVELOPMENTS TO THE NOTTINGHAM ANALYTICAL DESIGN METHOD FOR ASPHALT PAVEMENTS. SIXTH INTERNATIONAL CONFERENCE, STRUCTURAL DESIGN OF ASPHALT PAVEMENTS, VOLUME I, PROCEEDINGS, UNIVERSITY OF MICHIGAN, JULY 13-17, 1987, ANN ARBOR, MICHIGAN , 1987 .

[78]  A C Lemer,et al.  RELIABILITY OF HIGHWAY PAVEMENTS , 1971 .

[79]  Abdallah I. Husein Malkawi,et al.  Uncertainty and reliability analysis applied to slope stability , 2000 .

[80]  A. Bishop The use of the Slip Circle in the Stability Analysis of Slopes , 1955 .

[81]  Milton E. Harr,et al.  Reliability-Based Design in Civil Engineering , 1987 .

[82]  A. M. Hasofer,et al.  Exact and Invariant Second-Moment Code Format , 1974 .

[83]  J. Christian Reliability Methods for Stability of Existing Slopes , 1996 .

[84]  M S Snaith,et al.  Flexible Pavement Analysis. , 1980 .

[85]  Jonathan Knappett,et al.  Craig’s Soil Mechanics , 1974 .

[86]  Douglas A. Crum Discussion of "Search Algorithm for Minimum Reliability Index of Earth Slopes" , 2001 .

[87]  C. Ladd,et al.  Undrained Settlement of Plastic and Organic Clays , 1981 .

[88]  Javad Sadeghi,et al.  Deterioration Analysis of Flexible Pavements under Overweight Vehicles , 2007 .

[89]  Ram B Kulkami RATIONAL APPROACH IN APPLYING RELIABILITY THEORY TO PAVEMENT STRUCTURAL DESIGN , 1994 .

[90]  Gordon A. Fenton,et al.  Probabilistic slope stability analysis by finite elements , 2004 .

[91]  M. J. Tomlinson,et al.  Foundation design and construction , 1963 .

[92]  David J White,et al.  Embankment Construction QC/QA using DCP and Moisture Control: Iowa Case History for Unsuitable Soils , 2007 .

[93]  N. Janbu,et al.  SLOPE STABILITY COMPUTATIONS , 1973 .

[94]  S B Hudson HANDBOOK OF APPLICATIONS OF STATISTICAL CONCEPTS TO THE HIGHWAY INDUSTRY. PART I-INITIAL COMPUTATIONS AND APPLICATIONS , 1971 .