LTPP DATA ANALYSIS: DAILY AND SEASONAL VARIATIONS IN INSITU MATERIAL PROPERTIES
暂无分享,去创建一个
[1] Craig H. Benson,et al. Field Assessment of Changes in Pavement Moduli Caused by Freezing and Thawing , 1998 .
[2] Matthew W Witczak,et al. PREDICTION OF SUBGRADE MODULI FOR SOIL THAT EXHIBITS NONLINEAR BEHAVIOR , 1981 .
[3] Robert F Hinshaw,et al. PREDICTING SUBGRADE MOISTURE UNDER AGGREGATE SURFACING , 1991 .
[4] H. Ali,et al. Statistical Analyses of Temperature and Moisture Effects on Pavement Structural Properties Based on Seasonal Monitoring Data , 1996 .
[5] J. Russell,et al. Relationship Between Pavement Temperature and Weather Data: Wisconsin Field Study to Verify Superpave Algorithm , 1998 .
[6] Gonzalo R. Rada,et al. COMPREHENSIVE EVALUATION OF LABORATORY RESILIENT MODULI RESULTS FOR GRANULAR MATERIAL , 1981 .
[7] Sun Park,et al. Simplified Procedure for Prediction of Asphalt Pavement Subsurface Temperatures Based on Heat Transfer Theories , 1997 .
[8] Gonzalo R. Rada,et al. LTPP SEASONAL MONITORING PROGRAM: INSTRUMENTATION INSTALLATION AND DATA COLLECTION GUIDELINES. FINAL REPORT , 1995 .
[9] A. P. Annan,et al. Electromagnetic determination of soil water content: Measurements in coaxial transmission lines , 1980 .
[10] Robert C. Deen,et al. TEMPERATURE DISTRIBUTION WITHIN ASPHALT PAVEMENTS AND ITS RELATIONSHIP TO PAVEMENT DEFLECTION , 1969 .
[11] Amy L. Simpson,et al. ANALYSIS OF PROCEDURES FOR ESTABLISHING IN SITU SUBGRADE MODULI , 1994 .
[12] S Baltzer,et al. TEMPERATURE CORRECTION OF ASPHALT-MODULI FOR FWD-MEASUREMENTS , 1994 .
[13] Mansour Solaimanian,et al. PREDICTING MAXIMUM PAVEMENT SURFACE TEMPERATURE USING MAXIMUM AIR TEMPERATURE AND HOURLY SOLAR RADIATION , 1993 .
[14] Royall D. Bradbury. Reinforced concrete pavements , 1938 .
[15] H. M. Westergaard. ANALYSIS OF STRESSES IN CONCRETE PAVEMENTS DUE TO VARIATIONS OF TEMPERATURE , 1927 .
[16] B Frank McCullough,et al. Use of Deflection Measurements for Determining Pavement Material Properties , 1982 .
[17] A. Rahim,et al. Moisture Movement Under the Pavement Structure , 1990 .
[18] Earl H Inge,et al. PREDICTION OF EFFECTIVE ASPHALT LAYER TEMPERATURE , 1995 .
[19] Eric C. Drumm,et al. Subgrade Resilient Modulus Correction for Saturation Effects , 1999 .
[20] Glenn V. Wilson,et al. Comprehensive Monitoring Systems for Measuring Subgrade Moisture Conditions , 1999 .
[21] Mary S Rutherford. PAVEMENT RESPONSE AND LOAD RESTRICTIONS ON SPRING THAW-WEAKENED FLEXIBLE PAVEMENTS , 1989 .
[22] George Theofanis Korovesis,et al. Analysis of slab-on-grade pavement systems subjected to wheel and temperature loadings , 1990 .
[23] E C Drumm,et al. MEASUREMENT OF SEASONAL VARIATION IN SUBGRADE PROPERTIES , 1998 .
[24] C R Freeme,et al. EFFECTIVE MODULI AND STRESS DEPENDENCE OF PAVEMENT MATERIALS AS MEASURED IN SOME HEAVY-VEHICLE SIMULATOR TESTS , 1982 .
[25] K P George,et al. Characterization of subgrade soils at simulated field moisture , 1995 .
[26] Raymond S. Rollings,et al. Field Instrumentation and Performance Monitoring of Rigid Pavements , 1992 .
[27] E C Drumm,et al. DESIGN HANDBOOK FOR THE ESTIMATION OF RESILIENT RESPONSE OF FINE-GRAINED SUBGRADES , 1994 .
[28] R. Briggs,et al. Temperature predictions and adjustment factors for asphalt pavement , 2000 .
[29] Marshall R Thompson,et al. ILLI-PAVE MECHANISTIC ANALYSIS OF AASHO ROAD TEST FLEXIBLE PAVEMENTS , 1985 .
[30] J. Baker,et al. Examining the use of time domain reflectometry for measuring liquid water content in frozen soil , 1995 .
[31] H M Westergaard,et al. STRESSES IN CONCRETE PAVEMENTS COMPUTED BY THEORETICAL ANALYSIS , 1926 .
[32] Amir F Bissada,et al. TEMPERATURE DEPENDENCY OF DYNAMIC DEFLECTION MEASUREMENTS ON ASPHALT PAVEMENTS , 1983 .
[33] Effect of surface shielding on modification of moisture regime and displacements of swelling soil , 1986 .
[34] T. J. Marshall,et al. MOVEMENT OF WATER IN SOIL DUE TO A TEMPERATURE GRADIENT , 1952 .
[35] Anastasios M. Ioannides,et al. Analysis of Slabs-on-Grade for a Variety of Loading and Support Conditions. , 1984 .
[36] R S Rollings. DEVELOPMENTS IN THE CORPS OF ENGINEERS RIGID AIRFIELD DESIGN PROCEDURES. PROCEEDINGS, 4TH INTERNATIONAL CONFERENCE ON CONCRETE PAVEMENT DESIGN AND REHABILITATION, PURDUE UNIVERSITY, APRIL 18-20, 1989 , 1989 .
[37] Edel R Cortez,et al. Pavement Evaluation in Cold Regions , 2002 .
[38] Robert L. Lytton,et al. EFFECTS OF TEMPERATURE AND MOISTURE ON THE LOAD RESPONSE OF GRANULAR BASE COURSE MATERIAL IN THIN PAVEMENTS , 1989 .
[39] W R Hudson,et al. Prediction Models of Resilient Modulus for Nongranular Materials , 1994 .
[40] Murray D. Fredlund,et al. Design of a Knowledge-Based System for Unsaturated Soil Properties , 1996 .
[41] Shreenath Rao,et al. Predicting Subgrade Moisture Content for Low-Volume Pavement Design Using In Situ Moisture Content Data , 1999 .
[42] David M. Cole,et al. Frost Action Predictive Techniques for Roads and Airfields; A Comprehensive Survey of Research Findings. , 1986 .
[43] R F Carmichael,et al. PREDICTING RESILIENT MODULUS: A STUDY TO DETERMINE THE MECHANICAL PROPERTIES OF SUBGRADE SOILS (ABRIDGMENT) , 1985 .
[44] Michael Ivan Hammons,et al. Development of an Analysis System for Discontinuities in Rigid Airfield Pavements. , 1997 .
[45] Jill M Ovik,et al. Characterizing Seasonal Variations in Flexible Pavement Material Properties , 1999 .
[46] P J Bosscher,et al. PREDICTING THE EFFECTS OF FREEZING AND THAWING ON PAVEMENT SUPPORT , 1998 .
[47] Dingqing Li,et al. Resilient modulus for fine-grained subgrade soils , 1994 .
[48] Jacob Uzan,et al. Resilient characterization of pavement materials , 1992 .
[49] E. C. Drumm,et al. Estimation of subgrade resilient modulus from standard tests , 1990 .
[50] Arthur L Straub,et al. BITUMINOUS PAVEMENT TEMPERATURE RELATED TO CLIMATE , 1968 .
[51] Marshall R Thompson,et al. ILLI-PAVE-BASED RESPONSE ALGORITHMS FOR DESIGN OF CONVENTIONAL FLEXIBLE PAVEMENTS , 1985 .
[52] B Aberg,et al. Void Ratio of Noncohesive Soils and Similar Materials , 1992 .
[53] S Baltzer,et al. PREDICTION OF AC MAT TEMPERATURES FOR ROUTINE LOAD/DEFLECTION MEASUREMENTS , 1994 .
[54] T. Haliburton. HIGHWAY DESIGNS TO RESIST SUBGRADE MOISTURE VARIATIONS , 1971 .
[55] A. G. Altschaeffl,et al. Resilient Modulus of Cohesive Soils , 1997 .
[56] Ulf Isacsson,et al. RESILIENT PROPERTIES OF UNBOUND ROAD MATERIALS DURING SEASONAL FROST CONDITIONS , 2002 .
[57] Robert P Elliott,et al. RESILIENT MODULUS AND AASHTO PAVEMENT DESIGN , 1988 .
[58] Gary L Hoffman,et al. Flexible Pavement Evaluation and Rehabilitation , 1977 .
[59] Jiwan D. Gupta,et al. Analysis of Resilient Modulus of Dense- and Open-Graded Aggregates , 1996 .
[60] David J. Elton. Resilient Moduli of Soils: Laboratory Conditions , 1989 .
[61] Gary L Hoffman,et al. MOISTURE VARIATION IN HIGHWAY SUBGRADES AND THE ASSOCIATED CHANGE IN SURFACE DEFLECTIONS , 1974 .
[62] Owen Orr Thompson. Evaluation of Flexible Pavement Behavior With Emphasis on the Behavior Ofgranular Layers , 1969 .
[63] Robert L. Lytton,et al. RAINFALL ESTIMATION FOR PAVEMENT ANALYSIS AND DESIGN , 1989 .
[64] R S Rollins. FIELD PERFORMANCE OF FIBER-REINFORCED CONCRETE AIRFIELD PAVEMENTS. FINAL REPORT , 1986 .
[65] Tuncer B. Edil,et al. SOIL-WATER POTENTIAL AND RESILIENT BEHAVIOR OF SUBGRADE SOILS , 1979 .
[66] Gustav T. Rohde,et al. DETERMINING PAVEMENT STRUCTURAL NUMBER FROM FWD TESTING , 1994 .
[67] Anand J. Puppala,et al. Regression Model for Resilient Modulus of Subgrade Soils , 1999 .
[68] E. J. Yoder. Principles of Pavement Design , 1959 .
[69] C. Chan,et al. RESILIENCE CHARACTERISTICS OF SUBGRADE SOILS AND THEIR RELATION TO FATIGUE FAILURES IN ASPHALT PAVEMENTS , 1962 .
[70] R J Schmidt. USE OF ASTM TESTS TO PREDICT LOW-TEMPERATURE STIFFNESS OF ASPHALT MIXES , 1975 .
[71] H Zhou,et al. PAVEMENT RESPONSES TO SEASONAL VARIATIONS , 1994 .
[72] William D. Kovacs,et al. Seasonal variation of resilient modulus of subgrade soils , 1994 .
[73] S F Brown,et al. EFFECT OF MOISTURE ON THE STRUCTURAL PERFORMANCE OF A CRUSHED-LIMESTONE ROAD BASE , 1987 .
[74] M R Thompson,et al. MECHANISTIC DESIGN CONCEPTS FOR FULL-DEPTH ASPHALT CONCRETE PAVEMENTS , 1984 .
[75] G. Verbeck. Carbonation of Hydrated Portland Cement , 1958 .
[76] A T Bergan,et al. RELATION BETWEEN RESILIENT MODULUS AND STRESS CONDITIONS FOR COHESIVE SUBGRADE SOILS , 1977 .
[77] Barry J. Dempsey,et al. Enhanced Integrated Climatic Model Version 2.0 , 1997 .
[78] Tuncer B. Edil,et al. REPETITIVE-LOAD BEHAVIOR OF UNSATURATED SOILS , 1982 .
[79] D. E. Pufahl,et al. AN INTEGRATED MODEL OF THE CLIMATIC EFFECTS ON PAVEMENTS. FINAL REPORT , 1993 .
[80] David E. Newcomb,et al. Predictions of Seasonal Variations in Flexible Pavements at the MN/ROAD Site , 2002 .
[81] R L Copstead,et al. ESTIMATION OF SEASONAL EFFECTS FOR PAVEMENT DESIGN AND PERFORMANCE. VOLUME 3 , 1996 .
[82] N K Vaswani. CASE STUDIES OF VARIATIONS IN SUBGRADE MOISTURE AND TEMPERATURE UNDER ROAD PAVEMENTS IN VIRGINIA , 1975 .
[83] Susan R. Bigl,et al. MODELING OF MN/ROAD TEST SECTIONS WITH THE CRREL MECHANISTIC PAVEMENT DESIGN PROCEDURE , 1996 .
[84] Vincent C. Janoo,et al. Seasonal Variation of Moisture and Subsurface Layer Moduli , 2000 .
[85] Kenneth O. Anderson,et al. Evaluation of Seasonal Variability in Cohesive Subgrades Using Backcalculation , 1996 .
[86] Alex T. Visser,et al. STUDY OF RESILIENT CHARACTERISTICS OF TROPICAL SOILS FOR USE IN LOW-VOLUME PAVEMENT DESIGN , 1983 .
[87] J P Mahoney,et al. GUIDELINES FOR SPRING HIGHWAY USE RESTRICTIONS , 1987 .
[88] Anastasios M. Ioannides. THEORETICAL IMPLICATIONS OF THE AASHTO 1986 NONDESTRUCTIVE TESTING METHOD 2 FOR PAVEMENT EVALUATION , 1991 .
[89] D. Fredlund,et al. Equations for the soil-water characteristic curve , 1994 .
[90] Yang H. Huang,et al. Pavement Analysis and Design , 1997 .
[91] M I Hammons,et al. DEVELOPMENTS IN RIGID PAVEMENT RESPONSE MODELING , 1996 .
[92] N. Kaner,et al. Dielectric methods for investigating moist soils , 1967 .
[93] C van Gurp. EFFECT OF TEMPERATURE GRADIENTS AND SEASON ON DEFLECTION DATA , 1994 .
[94] Ben Worel,et al. Springtime Thaw Weakening and Load Restrictions in Minnesota , 1998 .
[95] Lynette A. Barna,et al. EVALUATION OF AIRPORT SUBSURFACE MATERIALS , 1997 .
[96] B O Hibbs,et al. NEW TEMPERATURE CORRECTION PROCEDURE FOR FWD DEFLECTIONS OF FLEXIBLE PAVEMENTS , 1994 .
[97] Kenneth Russam,et al. SUBGRADE MOISTURE STUDIES BY THE BRITISH ROAD RESEARCH LABORATORY , 1970 .
[98] G. L. Guymon,et al. Mathematical Model of Frost Heave and Thaw Settlement in Pavements , 1993 .
[99] D. Fredlund,et al. Prediction of the Soil-Water Characteristic Curve from Grain-Size Distribution and Volume-Mass Properties , 1998 .
[100] Glenn D. Durell,et al. RESILIENT MODULUS FOR NEW HAMPSHIRE SUBGRADE SOILS FOR USE IN MECHANISTIC AASHTO DESIGN , 1999 .
[101] O T Farouki,et al. DETAILED STUDY ON THE CLIMATIC AND SEASONAL VARIATION EFFECTS ON PAVEMENTS IN NORTHERN IRELAND , 1994 .
[102] Barry J Dempsey,et al. THE CLIMATIC-MATERIALS-STRUCTURAL PAVEMENT ANALYSIS PROGRAM USER'S MANUAL. FINAL REPORT , 1983 .
[103] Q. L. Robnett,et al. Resilient Properties of Subgrade Soils , 1973 .
[104] P. Lambe,et al. Resilient Modulus Measurement of Fine-Grained Subgrade Soils , 1999 .
[105] J A Frantzen,et al. INVESTIGATION OF MOISTURE-INDUCED VARIATION IN SUBGRADE MODULUS BY CROSS-CORRELATION METHOD , 1983 .
[106] A. Casagrande,et al. BASE COURSE DRAINAGE FOR AIRPORT PAVEMENTS , 1952 .
[107] D Croney,et al. MOVEMENT AND DISTRIBUTION OF WATER IN SOIL IN RELATION TO HIGHWAY DESIGN AND PERFORMANCE , 1958 .
[108] L Domenichini,et al. INFLUENCE OF STRESS RANGE ON PLAIN CONCRETE PAVEMENT FATIGUE DESIGN , 1981 .