Potential benefits of geosynthetics in flexible pavement systems

Issued as Progress schedules [nos. 1-19], Quarterly progress reports [nos. 1-9], Preliminary draft final report, Supplement, and Final report, Project no. E-20-672

[1]  Sf Brown,et al.  USE OF NON-WOVEN FABRICS IN PERMANENT ROAD PAVEMENTS. , 1982 .

[2]  G. P. Raymond.  Research on geotextiles for heavy haul railways , 1984 .

[3]  S K Saxena,et al.  INTERFACE RESPONSE OF GEOTEXTILES. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .

[4]  A Mcgown,et al.  GEOTEXTILE TEST PROCEDURES: BACKGROUND AND SUSTAINED LOAD TESTING , 1987 .

[5]  W. Powell,et al.  DESIGN PRACTICE FOR BITUMINOUS PAVEMENTS IN THE UNITED KINGDOM. SIXTH INTERNATIONAL CONFERENCE, STRUCTURAL DESIGN OF ASPHALT PAVEMENTS, VOLUME I, PROCEEDINGS, UNIVERSITY OF MICHIGAN, JULY 13-17, 1987, ANN ARBOR, MICHIGAN , 1987 .

[6]  M. J. Dumbleton,et al.  SOIL SUCTION BY THE RAPID METHOD AN APPARATUS WITH EXTENDED RANGE , 1968 .

[7]  E Barenberg,et al.  EVALUATION OF TYPICAL PAVEMENT DRAINAGE SYSTEMS USING OPEN GRADED BITUMINOUS AGGREGATE MIXTURE DRAINAGE LAYERS , 1974 .

[8]  S F Brown,et al.  PERMANENT DEFORMATION OF FLEXIBLE PAVEMENTS , 1980 .

[9]  Gp Raymond,et al.  Equivalent Opening Size of Geotextiles , 1983 .

[10]  N Knight.  HEAVY DUTY MEMBRANES FOR THE REDUCTION OF REFLECTIVE CRACKING IN BITUMINOUS CONCRETE OVERLAYS. FINAL REPORT , 1985 .

[11]  Barry R Christopher.  EVALUATION OF TWO GEOTEXTILE INSTALLATIONS IN EXCESS OF A DECADE OLD , 1983 .

[12]  T. Ingold.  Laboratory Pull-Out Testing of Grid Reinforcements in Sand , 1983 .

[13]  Adolfo E. Zeevaert.  Finite element formulation for the analysis of interfaces, nonlinear and large displacement problems in geotechnical engineering , 1980 .

[14]  James S Lai,et al.  FABRIC-REINFORCED AGGREGATE ROADS--OVERVIEW , 1982 .

[15]  J F Potter,et al.  THE EFFECT OF A FABRIC MEMBRANE ON THE STRUCTURAL BEHAVIOUR OF A GRANULAR ROAD PAVEMENT , 1981 .

[16]  Donald J Janssen.  DYNAMIC TEST TO PREDICT FIELD BEHAVIOR OF FILTER FABRICS USED IN PAVEMENT SUBDRAINS , 1983 .

[17]  Christ A.P.M. van Gurp,et al.  Reinforcement at asphalt-granular base interface , 1989 .

[18]  A R Halliday,et al.  THE PERFORMANCE OF A FLEXIBLE PAVEMENT CONSTRUCTED ON A STRONG FABRIC , 1984 .

[19]  George Bloomer Sowers,et al.  Introductory soil mechanics and foundations , 1961 .

[20]  S. C. Loach,et al.  Repeated loading of fine grained soils for pavement design , 1987 .

[21]  Lutfi Raad.  REINFORCEMENT OF TRANSPORTATION SUPPORT SYSTEMS THROUGH FABRIC PRESTRESSING , 1980 .

[22]  Robert D. Holtz,et al.  GEOTEXTILE ENGINEERING MANUAL , 1985 .

[23]  James L. Sherard,et al.  IDENTIFICATION AND NATURE OF DISPERSIVE SOILS , 1976 .

[24]  Richard L Berg,et al.  Improved Drainage and Frost Action Criteria for New Jersey Pavement Design. Phase 2. Frost Action. , 1978 .

[25]  S F Brown,et al.  MODELING OF GRANULAR MATERIALS IN PAVEMENTS , 1985 .

[26]  G. Heerten,et al.  FILTRATION PROPERTIES OF GEOTEXTILE AND MINERAL FILTERS RELATED TO RIVER AND CANAL BANK PROTECTION , 1985 .

[27]  Richard D Barksdale,et al.  PERFORMANCE OF A THIN-SURFACED, CRUSHED-STONE BASE PAVEMENT , 1989 .

[28]  Danny Brown,et al.  TREATMENTS FOR REDUCTION OF REFLECTIVE CRACKING OF ASPHALT OVERLAYS ON JOINTED-CONCRETE PAVEMENTS IN GEORGIA , 1983 .

[29]  Richard D Barksdale.  PERFORMANCE OF CRUSHED-STONE BASE COURSES , 1984 .

[30]  E J Barenberg.  EFFECTS OF MOISTURE AND DRAINAGE ON BEHAVIOR AND PERFORMANCE OF NJDOT RIGID PAVEMENT SYSTEMS , 1982 .

[31]  C. A. Bell.  The prediction of permanent deformation in flexible pavements , 1978 .

[32]  E J Barenberg,et al.  MODELING OF EFFECTS OF MOISTURE AND DRAINAGE OF NJDOT FLEXIBLE PAVEMENT SYSTEMS , 1981 .

[33]  T S Ingold.  A LABORATORY INVESTIGATION OF SOIL-GEOTEXTILE FRICTION , 1984 .

[34]  Eldon J Yoder,et al.  Effects of Repeated Loading on Gravel and Crushed Stone Base Course Materials Used in the AASHO Road Test , 1963 .

[35]  P Jouve,et al.  RATIONAL MODEL FOR THE FLEXIBLE PAVEMENTS DEFORMATIONS. SIXTH INTERNATIONAL CONFERENCE, STRUCTURAL DESIGN OF ASPHALT PAVEMENTS, VOLUME I, PROCEEDINGS, UNIVERSITY OF MICHIGAN, JULY 13-17, 1987, ANN ARBOR, MICHIGAN , 1987 .

[36]  Ernest J. Barenberg,et al.  DESIGN AND BEHAVIOR OF SOIL-FABRIC-AGGREGATE SYSTEMS , 1978 .

[37]  C. R. Lawson,et al.  Filter criteria for geotextiles: relevance and use , 1982 .

[38]  D A Frederick.  STRESS-RELIEVING INTERLAYERS FOR BITUMINOUS RESURFACINGS , 1984 .

[39]  Walter R Barker.  Open-Graded Bases for Airfield Pavements. , 1987 .

[40]  H R Cedergren,et al.  WATER: KEY CAUSE OF PAVEMENT FAILURE? , 1974 .