Expert system design guide for lower classification roads over high PI clays

[1]  Stephen G. Ritchie,et al.  INTEGRATED SYSTEM TO DEVELOP HIGHWAY REHABILITATION PROJECTS , 1994 .

[2]  Moshe Livneh,et al.  CRACKING MECHANISM OF FLEXIBLE PAVEMENTS , 1972 .

[3]  Gerald P Raymond,et al.  The effect of geogrid reinforcement on unbound aggregates , 2003 .

[4]  S G Ritchie,et al.  Combining symbolic and algorithmic methods for capital budgeting in highway rehabilitation , 1993 .

[5]  Tom Scullion,et al.  FLEXIBLE PAVEMENT DESIGN SYSTEM (FPS) 19: USER'S MANUAL , 1998 .

[6]  Kuei Yi Lin,et al.  Effects of Crack Width and Permeability on Moisture-Induced Damage of Pavements , 2004 .

[7]  S. Brown,et al.  ANALYSIS OF PAVEMENTS WITH GRANULAR BASES , 1981 .

[8]  Sarah M. Springman,et al.  Full-scale field tests on geosynthetic reinforced unpaved roads on soft subgrade , 2006 .

[9]  Scott J. Steinmaus,et al.  Tree Root Response to Circling Root Barriers , 1997 .

[10]  R. Evans,et al.  Construction of Vertical Moisture Barriers To Reduce Expansive Soil Subgrade Movement , 1999 .

[11]  M Duskov MEASUREMENTS ON A FLEXIBLE PAVEMENT STRUCTURE WITH AN EPS GEOFOAM SUB-BASE , 1997 .

[12]  J. M. Duncan,et al.  Nonlinear Analysis of Stress and Strain in Soils , 1970 .

[13]  Emile Horak,et al.  WATERBOUND MACADAM AS A BASE AND AS A DRAINAGE LAYER , 1986 .

[14]  Amos Komornik,et al.  Prediction of Swelling Pressure of Clays , 1969 .

[15]  P. Giannattasio,et al.  An Expert System as Support in Maintenance of Road Pavement Surface , 1996 .

[16]  J G Laguros,et al.  USE OF CLASS C FLY ASHES FOR THE STABILIZATION OF AN EXPANSIVE SOIL. DISCUSSION AND CLOSURE , 2001 .

[17]  K M Rollins,et al.  PAVEMENT AND SUBGRADE DISTRESS - REMEDIAL STRATEGIES FOR CONSTRUCTION AND MAINTENANCE (I-15 MILEPOSTS 200-217) , 2002 .

[18]  Marshall B. Addison,et al.  In-Situ Modification of Active Clays for Shallow Foundation Remediation , 2001 .

[19]  S. Bandyopadhyay PREDICTION OF SWELLING POTENTIAL FOR NATURAL SOILS , 1981 .

[20]  F Montanelli,et al.  GEOSYNTHETIC-REINFORCED PAVEMENT SYSTEM: TESTING AND DESIGN , 1997 .

[21]  David J. Williams,et al.  Cracking in drying soils , 1992 .

[22]  Soheil Nazarian,et al.  Seismic Testing to Determine Quality of Hot-Mix Asphalt: , 2006 .

[23]  Amer Ali Al-Rawas,et al.  Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman , 2005 .

[24]  P. Biddle,et al.  PATTERNS OF SOIL DRYING AND MOISTURE DEFICIT IN THE VICINITY OF TREES ON CLAY SOILS , 1983 .

[25]  M. Al-Shamrani,et al.  Prediction of potential vertical swell of expansive soils using a triaxial stress path cell , 1999, Quarterly Journal of Engineering Geology.

[26]  Harry R. Cedergren,et al.  Drainage of highway and airfield pavements , 1974 .

[27]  D. Cameron,et al.  SEASONAL HEAVE OF CLAY SOILS , 1981 .

[28]  D. V. D. Merwe,et al.  The prediction of heave from the plasticity index and percentage clay fraction of soils , 1964 .

[29]  Gordon R Keller,et al.  Low-volume roads engineering: Best management practices field guide , 2003 .

[30]  J Steward,et al.  GUIDELINES FOR USE OF FABRICS IN CONSTRUCTION AND MAINTENANCE OF LOW-VOLUME ROADS , 1977 .

[31]  Jeongho Oh,et al.  Verification of the Load-Thickness Design Curves in the Modified Triaxial Design Method , 2008 .

[32]  Fong L Ou,et al.  COST-ESTIMATING MODEL FOR LOW-VOLUME ROADS , 1986 .

[33]  Gerald A. Miller,et al.  Cyclic shear strength of soft railroad subgrade , 2000 .

[34]  Tb Edil,et al.  Shear Strength and K o of Peats and Organic Soils , 2000 .

[35]  Ralph Haas,et al.  GEOGRID REINFORCEMENT OF ASPHALT PAVEMENTS AND VERIFICATION OF ELASTIC THEORY , 1983 .

[36]  Kamesh Kumar Mantravadi LTPP-DISTRESS DUE TO ENVIRONMENTS , 2000 .

[37]  Robert D. Holtz,et al.  Geosynthetic design and construction guidelines , 1994 .

[38]  Amy L. Simpson,et al.  ANALYSIS OF PROCEDURES FOR ESTABLISHING IN SITU SUBGRADE MODULI , 1994 .

[39]  R. Hicks,et al.  ALASKA SOIL STABILIZATION DESIGN GUIDE , 2002 .

[40]  S G Wright,et al.  NUMERICAL MODELING OF THE RESPONSE OF CYLINDRICAL SPECIMENS OF CLAY TO DRYING , 1991 .

[41]  Tommy C. Hopkins,et al.  Bearing Capacity Analysis and Design of Highway Base Materials Reinforced with Geofabrics , 2005 .

[42]  J. S. Wilson,et al.  Stability of Structures , 1935, Nature.

[43]  A. Corte,et al.  EXPERIMENTAL RESEARCH ON DESICCATION CRACKS IN SOIL , 1964 .

[44]  John D. Nelson,et al.  Expansive Soils: Problems and Practice in Foundation and Pavement Engineering , 1992 .

[45]  M. Jefferies,et al.  Use of CPTu to Estimate Equivalent SPT N60 , 1993 .

[46]  E. C. Drumm,et al.  Estimation of subgrade resilient modulus from standard tests , 1990 .

[47]  A. Puppala,et al.  A REGRESSION MODEL FOR BETTER CHARACTERIZATION OF RESILIENT PROPERTIES OF SUBGRADE SOILS , 1997 .

[48]  Anup Kedar Sabnis,et al.  Impact of moisture variation on strength and deformation of clays , 2008 .

[49]  Michael I Darter,et al.  PAVEMENT EVALUATION AND DEVELOPMENT OF MAINTENANCE AND REHABILITATION STRATEGIES FOR ILLINOIS TOLLWAY EAST-WEST EXTENSION , 1992 .

[50]  M I Darter,et al.  STRUCTURAL OVERLAY STRATEGIES FOR JOINTED CONCRETE PAVEMENTS. VOLUME VI: APPENDIX A - USERS MANUAL FOR THE EXPEAR COMPUTER PROGRAM. INTERIM REPORT , 1990 .

[51]  D. Avalle,et al.  A Technique to Predict Expansive Soil Movements , 1984 .

[52]  Michael Knee,et al.  Which Comes First, The Root or The Crack? , 2002, Arboriculture & Urban Forestry.

[53]  J A Epps,et al.  SOIL STABILIZATION IN PAVEMENT STRUCTURES, A USER'S MANUAL. VOLUME II: MIXTURE DESIGN CONSIDERATIONS. IMPLEMENTATION PACKAGE , 1979 .

[54]  Darren Hazlett,et al.  Sulfate-Bearing Soils: Problems with Calcium-Based Stabilizers , 1996 .

[55]  A T Bergan,et al.  RELATION BETWEEN RESILIENT MODULUS AND STRESS CONDITIONS FOR COHESIVE SUBGRADE SOILS , 1977 .

[56]  C A van Gurp,et al.  THIN ASPHALT PAVEMENTS ON SOFT SOIL , 2002 .

[57]  D N Little,et al.  RECENT DEVELOPMENTS IN SULFATE-INDUCED HEAVE IN TREATED EXPANSIVE CLAYS , 1992 .

[58]  Anand J. Puppala,et al.  Volumetric Shrinkage Strain Measurements in Expansive Soils Using Digital Imaging Technology , 2004 .

[59]  Chester McDowell WHEEL-LOAD-STRESS COMPUTATIONS RELATED TO FLEXIBLE PAVEMENT DESIGN , 1955 .

[60]  Dominic M. Dousa THE UNIVERSITY OF TEXAS AT EL PASO , 2004 .

[61]  Stephen G. Ritchie,et al.  Surface Condition Expert System for Pavement Rehabilitation Planning , 1987 .

[62]  David S. Yang,et al.  Dry Jet Mixing for Stabilization of Very Soft Soils and Organic Soils , 1998 .

[63]  J Denning Expert Systems: Ready to Hit the Road? , 1992 .

[64]  J. Giroud,et al.  Geotextile-Reinforced Unpaved Road Design , 1981 .

[65]  W. Russell Hamon Estimating Potential Evapotranspiration , 1960 .

[66]  Chen Lin,et al.  THE EFFECT OF VEGETATION TRANSPIRATION ON THE DEFORMATION OF HIGH VOID RATIO EXPANSIVE SOIL FOUNDATION , 1985 .

[67]  R L Lytton,et al.  REDUCTION OF SULFATE SWELL IN EXPANSIVE CLAY SUBGRADES IN THE DALLAS DISTRICT. INTERIM REPORT , 1995 .

[68]  James B. Nevels Longitudinal Cracking of a Bicycle Trail Due to Drying Shrinkage , 2001 .

[69]  R. G. McKeen,et al.  Field Studies of Airport Pavements on Expansive Clay , 1980 .

[70]  Yaqi Wanyan Expediting rigid pavement construction by using alternate pavement sections , 2003 .

[71]  K. R. Agent,et al.  衝突緩和装置に関連する事故の分析(Transportation Research Record 1024) , 1986 .

[72]  Hussein Elarabi,et al.  Viscoplastic finite element model for expansive soils , 2002 .

[73]  Xin Wang,et al.  Weight functions and stress intensity factors for quarter‐elliptical corner cracks in fastener holes , 2004 .

[74]  D. Little Cementitious Stabilization , 1999 .

[75]  J. T. Shahu,et al.  EFFECTIVE STRESS BEHAVIOR OF QUASI-SATURATED COMPACTED COHESIVE SOILS. TECHNICAL NOTE , 1999 .

[76]  Jose Carlos,et al.  ASSOCIATIONS OF DISTRESS AND DIAGNOSIS OF BITUMEN-SURFACED ROAD PAVEMENTS , 1991 .

[77]  Anand J. Puppala,et al.  Experimental evaluations of stabilisation methods for sulphate-rich expansive soils , 2003 .

[78]  W D Powell,et al.  THE STRUCTURAL DESIGN OF BITUMINOUS ROADS , 1984 .

[79]  Jie Han,et al.  Design Method for Geogrid-Reinforced Unpaved Roads. I. Development of Design Method , 2004 .

[80]  John A. Kuprenas,et al.  An Expert System for the Identification of Causes of Failure of Asphalt Concrete Pavement , 1995 .

[81]  A. Janne Carlsson,et al.  Weight Functions and Stress Intensity Factor Solutions , 1991 .

[82]  Eric C. Drumm,et al.  Subgrade Resilient Modulus Correction for Saturation Effects , 1999 .

[83]  G. Irwin ANALYSIS OF STRESS AND STRAINS NEAR THE END OF A CRACK TRAVERSING A PLATE , 1957 .

[84]  S. Emery The prediction of moisture content in untreated pavement layers and an application to design in southern Africa , 1988 .

[85]  D. Mcgarry,et al.  The Analysis of Volume Change in Unconfined Units of Soil , 1987 .

[86]  Lawrence D Johnson,et al.  AN EVALUATION OF EXPEDIENT METHODOLOGY FOR IDENTIFICATION OF POTENTIALLY EXPANSIVE SOILS , 1977 .

[87]  John P Zaniewski,et al.  Development of a Knowledge-Based Formula to Prioritize Pavement Rehabilitation Projects , 1998 .

[88]  Robert L. Lytton,et al.  Soil Suction Measurements by Filter Paper , 2001 .

[89]  D. P.,et al.  Describing soil crack formation using elastic–plastic fracture mechanics , 2005 .

[90]  Soheil Nazarian,et al.  DEVELOPMENT AND TESTING OF A SEISMIC PAVEMENT ANALYZER , 1993 .

[91]  Hans-Jörg Vogel,et al.  Studies of crack dynamics in clay soil. II. A physically based model for crack formation , 2005 .

[92]  Yousry M Mowafy,et al.  PREDICTION OF SWELLING PRESSURE AND FACTORS AFFECTING THE SWELL BEHAVIOR OF AN EXPANSIVE SOIL , 1985 .

[93]  J P Giroud,et al.  DESIGN METHOD FOR GEOGRID-REINFORCED UNPAVED ROADS. II. CALIBRATION AND APPLICATIONS , 2004 .

[94]  Z Ofer,et al.  MEASUREMENT OF SWELLING PRESSURE IN THE LABORATORY AND IN SITU , 1985 .

[95]  Samuel T. Ariaratnam,et al.  RISK-BASED LIFE-CYCLE COSTING OF INFRASTRUCTURE REHABILITATION AND CONSTRUCTION ALTERNATIVES , 2003 .

[96]  P. Groenevelt,et al.  Curvature of shrinkage lines in relation to the consistency and structure of a Norwegian clay soil , 2002 .

[97]  A. A. Griffith The Phenomena of Rupture and Flow in Solids , 1921 .

[98]  Adnan A. Basma,et al.  EFFECT OF LIME ON VOLUME CHANGE AND COMPRESSIBILITY OF EXPANSIVE CLAYS , 1991 .

[99]  R. A. Austin,et al.  ENHANCED PERFORMANCE OF ASPHALT PAVEMENTS USING GEOCOMPOSITES , 1996 .

[100]  T D Gillespie,et al.  GUIDELINES FOR CONDUCTING AND CALIBRATING ROAD ROUGHNESS MEASUREMENTS , 1986 .

[101]  G. Ferguson,et al.  Use of Self-Cementing Fly Ashes as a Soil Stabilization Agent , 1993 .

[102]  Q. L. Robnett,et al.  Resilient Properties of Subgrade Soils , 1973 .

[103]  Gerald L. Harter An Integrated Geographic Information System Solution for Estimating Transportation Infrastructure Needs: A Florida Example , 1998 .

[104]  Giles Biddle Tree root damage to buildings , 1998 .

[105]  K. Norrish,et al.  The swelling of montmorillonite , 1954 .

[106]  I. Ravina,et al.  The influence of vegetation on moisture and volume changes , 1983 .

[107]  Robert L. Lytton,et al.  DESIGN PROCEDURE FOR PAVEMENTS ON EXPANSIVE SOILS. , 2005 .

[108]  Yousry M Mowafy,et al.  TREATMENT OF EXPANSIVE SOILS: A LABORATORY STUDY , 1985 .

[109]  Safwan A. Khedr,et al.  DESIGN OF FLEXIBLE PAVEMENTS AND OVERLAY USING AN EXPERT SYSTEM , 1996 .

[110]  T. S. Nagaraj,et al.  RATIONAL APPROACH TO PREDICT SWELLING SOIL BEHAVIOR , 1985 .

[111]  J. P. Giroud,et al.  DESIGN OF UNPAVED ROADS AND TRAFFICKED AREAS WITH GEOGRIDS. POLYMER GRID REINFORCEMENT: PROCEEDINGS OF A CONFERENCE SPONSORED BY THE SCIENCE AND ENGINEERING RESEARCH COUNCIL AND NETLON LTD AND HELD IN LONDON 22-23 MARCH 1984 , 1985 .

[112]  D E Newcomb,et al.  MEASURING IN SITU MECHANICAL PROPERTIES OF PAVEMENT SUBGRADE SOILS , 1999 .

[113]  J Greenstein,et al.  EXPERIENCE WITH ROADS AND BUILDINGS ON EXPANSIVE CLAYS , 1985 .

[114]  Malcolm L Steinberg VERTICAL MOISTURE BARRIER UPDATE , 1992 .

[115]  Soheil Nazarian,et al.  Variation in Moduli of Base and Subgrade with Moisture , 2008 .

[116]  Marshall R Thompson,et al.  Lime Reactivity of Illinois Soils , 1966 .

[117]  W J Turnbull THE EXPANSIVE SOIL PROBLEM ON SUBGRADES OF PAVEMENTS AND STRUCTURES FOR ROADS AND AIRFIELDS , 1969 .

[118]  David White,et al.  Influence of Subgrade Non-Uniformity on PCC Pavement Performance , 2005 .

[119]  Richard L. Tucker,et al.  Field Study of Moisture Effects on Slab Movements , 1978 .

[120]  Tuncer B. Edil,et al.  Strength Gain of Organic Ground with Cement-Type Binders , 1998 .

[121]  B. Avar,et al.  Changes in Swell Behavior of Expansive Clay Soils from Dilution with Sand , 2006 .

[122]  Susan L. Tighe,et al.  Prediction of Winter Roughness Based on Analysis of Subgrade Soil Variability , 2001 .

[123]  J. Mather The climatic water budget in environmental analysis , 1978 .

[124]  D. Fredlund,et al.  Soil Mechanics for Unsaturated Soils , 1993 .

[125]  R. G. Ahlvin Flexible Pavement Design Criteria , 1962 .

[126]  Ralph Haas,et al.  Pavement materials selection and evaluation utilizing knowledge-based expert systems technology , 1992 .

[127]  J. B. Croft,et al.  The Influence of Soil Mineralogical Composition on Cement Stabilization , 1967 .

[128]  R. Schuster,et al.  A METHOD OF DETERMINING SWELL POTENTIAL OF AN EXPANSIVE CLAY , 1966 .

[129]  Robert L. Schmitt,et al.  The Use of Tabular Knowledge Base in Construction Decision-Making , 1997 .

[130]  P. W. Rowe,et al.  Importance of Free Ends in Triaxial Testing , 1964 .

[131]  P. Hallett,et al.  The application of fracture mechanics to crack propagation in dry soil , 1995 .

[132]  Soheil Nazarian,et al.  Automated Surface Wave Method: Field Testing , 1993 .

[133]  G Cicoff,et al.  A study of permanent road stabilization: low cost pavement structures and lightweight geotextiles , 1989 .

[134]  Thomas M Petry,et al.  SUCTION STUDY ON COMPACTED CLAY USING THREE MEASUREMENT METHODS , 1995 .

[135]  Thomas D. White,et al.  MULTILAYER ELASTIC PROGRAM FOR BACKCALCULATING LAYER MODULI IN PAVEMENT EVALUATION , 1989 .

[136]  J B Rauhut,et al.  COMMON CHARACTERISTICS OF GOOD AND POORLY PERFORMING AC PAVEMENTS , 1999 .