part Part One: Introduction And Keynote Papers -- chapter 1 General introduction, main conclusions of the 1989 Conference on Reflective Cracking in Pavements, and future prospects -- chapter 2 Evaluation of pavement structure with emphasis on reflective cracking -- chapter 3 Les procédés utilises pour maitriser la remontée des fissures: bilan actuel (Retarding measures for crack propagation: state of the art) -- chapter 4 Laboratory simulation and modelling of overlay systems -- chapter 5 Geotextile use in ashphalt overlays - design and installation techniques for successful applications -- part Part Two: Design Models For Reflective Cracking In Pavements -- chapter 6 CAPA : a modern tool for the analysis and design of pavements -- chapter 7 Semirigid pavement design with respect to reflective cracking -- chapter 8 Numerical modelling of crack initiation under thermal stresses and traffic loads -- chapter 9 Evaluation of crack propagation in an overlay subjected to traffic and thermal effects -- chapter 10 Design of ashphalt overlay/fabric system against reflective cracking -- chapter 11 Design limits of common reflective crack repair techniques -- part Part Three: Assessment Methods For Reflective Cracking In Pavements -- chapter 12 Apparatus for laboratory study of cracking resistance -- chapter 13 Investigations on the effectiveness of synthetic asphalt reinforcements -- chapter 14 A new test for determination of fatigue crack characteristics for bituminous concretes -- chapter 15 Dynamic testing of glass fibre grid reinforced asphalt -- chapter 16 On the thermorheological properties of interface systems -- chapter 17 Influence of modulus ratio on crack propagation in multilayered pavements -- chapter 18 Reflective cracking in asphalt pavements on cement bound road bases under Swedish conditions -- chapter 19 Study on reflection cracks in pavements -- chapter 20 Processes reducing reflective cracking: synthesis of laboratory tests -- chapter 21 Paving fabric specification for asphalt overlays and sprayed reseal applications -- chapter 22 New testing method to characterize mode I fracturing of asphalt aggregate mixtures -- part Part Four: Retarding Measures For Reflective Cracking In Pavements -- chapter 23 The precracking of pavement underlays incorporating hydraulic binders -- chapter 24 Treatment of cracks in semi-rigid pavement: cold microsurfacing with modified bitumen emulsion and fibers: Spanish experience -- chapter 25 Application of geosynthetics to overlays in Cracow region of Poland -- chapter 26 Minimization of reflection cracking through the use of geogrid and better compaction -- chapter 27 New system for preventing reflective cracking: Membrane Using Reinforcement Manufactured On Site (MURMOS) -- chapter 28 The use of a polypropylene bituminous composite overlay to retard reflective cracking on the surface of a highway -- chapter 29 Fabric reinforced chip seal surfacing and resurfacing -- chapter 30 Jute fibre for production of non-woven geotextiles to prevent reflective cracking in pavements -- chapter 31 Bituminous pre-coated geotextile felts for retarding reflection cracks -- part Part Five: Case Histories -- chapter 32 Comparative sections of reflective crack-preventing systems: four years evaluation -- chapter 33 Assessment of methods to prevent reflection cracking -- chapter 34 Experience of Du Pont de Nemours in reflective cracking: site follow up -- chapter 35 Soft pavement wide interlayer in Japan -- chapter 36 The application of a geotextile manufactured on site on the Belgian motorway Mons-Tournai -- chapter 37 Belgian applications of geotextiles to avoid reflective cracking in pavements -- chapter 38 Prevention of cracking progress of asphalt overlayer with glass fabric -- chapter 39 Long term performance of geotextile reinforced seals to control shrinkage on stabilized and unstabilized clay bases -- chapter 40 In situ behaviour of cracking control devices -- chapter 41 Asphalt overlay on crack-sealed concrete pavements using stress distributing media -- chapter 42 Experimental project on reflection cracking in Madrid -- chapter 43 Two kinds of mechanism of reflective cracking -- chapter 44 Movements of a cracked semi-rigid pavement structure -- chapter 45 A crack-resistant surface dressing: the results of 8 years of application, and future prospects -- chapter 46 Thin overlay to concrete carriageway to minimise reflective cracking -- chapter 47 Design and first application of geotextiles against reflective cracking in Greece.