36 results on '"Yan, Kezhen"'
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2. Enhancing rheological and aging performance of matrix asphalt through thermoplastic phenol-formaldehyde resin-based intercalated clay nanocomposites: Mechanisms and effects
3. Research on the performance and mechanism of asphalt modified by thermoplastic polyurethane with different chemical structures
4. Comparison on the performance of solid coumarone-indene resin and liquid coumarone-indene resin modified asphalt
5. Optimum utilization of recycled aggregate and rice husk ash stabilized base material
6. Compound modification of asphalt mixture using ethylene-vinyl acetate copolymer and amorphous poly alpha olefin
7. Preparation process and performance of thermoplastic polyurethane/amorphous poly alpha olefin compound modified bitumen
8. Effect of styrene-butadiene-styrene (SBS) on laboratory properties of low-density polyethylene (LDPE)/ethylene-vinyl acetate (EVA) compound modified asphalt
9. Mechanical behaviors of asphalt mixtures modified with European rock bitumen and waste cooking oil
10. Low-density polyethylene/ethylene–vinyl acetate compound modified asphalt: Optimal preparation process and high-temperature rheological properties
11. Long-term performance deterioration models for semi-rigid asphalt pavement in cold region
12. Special Issue: Road Materials and Sustainable Pavement Design
13. Effects of Epoxy Resin Value on Waterborne-Epoxy-Resin-Modified Emulsified Asphalt Mixture Performance
14. Performance investigation of phenol–formaldehyde resin (PF) and organic montmorillonite (OMMT) compound-modified bituminous mixture
15. Investigation of Phenolic Resin-Modified Asphalt and Its Mixtures
16. Evaluation of the optimum value of lightweight expanded clay aggregate incorporation into the roller-compacted concrete pavement through experimental measurement of mechanical and thermal properties.
17. Laboratory performance evaluation of waste tire rubber (WTR) and ethylene-vinyl acetate (EVA)-modified asphalt mixtures.
18. Performance of Nano-TiO2/Graphene Composite Modified Asphalt.
19. Partially replacing cement with rice husk ash (RHA) in cement stabilised macadam (CSM) containing reclaimed asphalt pavement (RAP) for qualified base materials.
20. Evaluating the time lag and decrement factor of mortar and concrete containing OPBC as an agricultural by-product lightweight aggregate
21. Partially replacing cement with rice husk ash (RHA) in cement stabilised macadam (CSM) containing reclaimed asphalt pavement (RAP) for qualified base materials
22. The Effect of Ultraviolet Aging Duration on the Rheological Properties of Sasobit/SBS/Nano-TiO2-Modified Asphalt Binder
23. The laboratory performance of asphalt mixture with thermoplastic polyurethane (TPU) and amorphous poly alpha olefin (APAO) compound modified asphalt binder
24. Influence of alternative rice husk ash filler on bitumen emulsion-based recycled asphalt.
25. Influence of alternative rice husk ash filler on bitumen emulsion-based recycled asphalt
26. Evaluation of the optimum value of lightweight expanded clay aggregate incorporation into the roller-compacted concrete pavement through experimental measurement of mechanical and thermal properties
27. The Laboratory Performance of Asphalt Mixture with Thermoplastic Polyurethane (Tpu) and Amorphous Poly Alpha Olefin (Apao) Compound Modified Asphalt Binder
28. Conversion of Municipal Solid Waste Incineration Bottom Ash in Asphalt Pavements
29. Bonding Performance Evaluation on Wtr-Apao Composite Modified Asphalt as Waterproof Adhesive Layer for Concrete Bridge
30. Optimum Utilization of Recycled Aggregate and Rice Husk Ash Stabilized Base Material
31. 3D Spectral element model with a space-decoupling technique for the response of transversely isotropic pavements to moving vehicular loading
32. Effects of the chemical structure of curing agents on rheological properties and microstructure of WER emulsified asphalt
33. The Effect of Ultraviolet Aging Duration on the Rheological Properties of Sasobit/SBS/Nano-TiO 2 -Modified Asphalt Binder.
34. 3D Spectral element model with a space-decoupling technique for the response of transversely isotropic pavements to moving vehicular loading
35. Laboratory performance of asphalt mixture with waste tyre rubber and APAO modified asphalt binder.
36. Characteristics of cement-stabilized macadam containing surface-treated recycled aggregates
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