Keywords: تغییر شکل دائمی; Crumb rubber; Recycled concrete aggregate; Crushed rock; Permanent deformation; Pavement layers and materials;
مقالات ISI تغییر شکل دائمی (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
Keywords: تغییر شکل دائمی; Modified bitumen; Crumb rubber; Polyethylene; Permanent deformation; Thermal cracking;
Keywords: تغییر شکل دائمی; Permanent deformation; Triaxial repeated load test; Computed Tomography scan; Air voids content; Resilient modulus; Failure mode; Internal structure;
Keywords: تغییر شکل دائمی; Permanent deformation; Power-law model; Cyclic loading; Repeated Loading Permanent Deformation (RLPD) test; Loading pattern; Flow number;
Keywords: تغییر شکل دائمی; Permanent deformation; Flow number; Resilient modulus; Regression; Asphalt concrete;
Keywords: تغییر شکل دائمی; 3-D model; ABAQUS; Enhancement; Flexible pavements; Mechanical properties; Permanent deformation; Simulation;
Keywords: تغییر شکل دائمی; subduction-zone; marine forearc; seismic gap; Northern Chile; active tectonics; permanent deformation;
Keywords: تغییر شکل دائمی; Geosynthetic reinforcement; Geocells; Permanent deformation; Elastic deformation; Repeated loading; Base course;
Keywords: تغییر شکل دائمی; SMA; Permanent deformation; Storage stability; Nanoclay; SBS; Fiber;
Keywords: تغییر شکل دائمی; Linz-Donawitz slag; Low-temperature cracking; Permanent deformation; Fatigue;
Keywords: تغییر شکل دائمی; HVS; Permanent deformation; Deflections; APT; Time series; Instrumentation;
Keywords: تغییر شکل دائمی; Asphalt mixture; Recycled concrete aggregate; Stiffness modulus; Permanent deformation; Optimum bitumen content;
Keywords: تغییر شکل دائمی; Heavy duty pavement; Rheological characteristics; Permanent deformation; Fatigue; Asphalt wearing layer; Asphalt mixture modification;
Keywords: تغییر شکل دائمی; Wheel tracking test; Uniaxial repeated loading test; Asphalt mixture; Permanent deformation; Three-stage model;
Keywords: تغییر شکل دائمی; Rutting; Accelerated pavement testing; Permanent deformation; Full depth;
Keywords: تغییر شکل دائمی; Effective temperature; Permanent deformation; Asphalt pavement; Degree-days; Mean annual air temperature; Earth temperature;
Keywords: تغییر شکل دائمی; Dynamic modulus; Flow number; Models; Permanent deformation; Regression;
Keywords: تغییر شکل دائمی; Steel deck pavement; Permanent deformation; Creep; Asphalt mixture;
Keywords: تغییر شکل دائمی; Windborne debris; Aluminium; Impact; Permanent deformation; Perforation;
Keywords: تغییر شکل دائمی; Mechanistic-empirical models; Resilient modulus; Permanent deformation; Shear strength; Erosion;
Keywords: تغییر شکل دائمی; Stone matrix asphalt; Asbuton; Draindown; Dynamic modulus; Permanent deformation;
Keywords: تغییر شکل دائمی; bitumen; rheology; complex shear modulus; asphalt; permanent deformation;
Keywords: تغییر شکل دائمی; Asphalt binder; Nanosilica; Diatomite; Permanent deformation; Fatigue; Surface energy; Cohesion; Adhesion;
Keywords: تغییر شکل دائمی; Asphalt mixtures; Permanent deformation; Rutting resistance; Creep properties; Triaxial repeated load test;
Keywords: تغییر شکل دائمی; Asphalt concrete; Permanent deformation; Mechanistic-empirical; Confining pressure; Repeated creep and recovery; Triaxial stress sweep test; Random loading;
Keywords: تغییر شکل دائمی; Geosynthetics; Permanent deformation; Asphalt; Dynamic creep test; Creep curve model
Keywords: تغییر شکل دائمی; pavements; base course materials; permanent deformation; repeated load triaxial test
Keywords: تغییر شکل دائمی; Geosythetics; Steel-reinforced HDPE pipe; Unpaved road; Cyclic loading; Permanent deformation; Mechanistic-empirical method
Keywords: تغییر شکل دائمی; Sear cover; Permanent deformation; Cyclic loading-unloading; Viscoelasticity; Creep; Long-term driving; PAM-COMFORT; Leather; Wrinkle
Keywords: تغییر شکل دائمی; Geosynthetics; Mechanistic-empirical approach; Geogrids; Soft soil subgrade; Permanent deformation
Keywords: تغییر شکل دائمی; Bulk fill; Flexural modulus; Permanent deformation; Flowable; Degree of conversion;
Keywords: تغییر شکل دائمی; Permanent deformation; Delayed elasticity; Asphalt binders; Polymer
Keywords: تغییر شکل دائمی; Geogrid; Base course; Weak subgrade; Permanent deformation; Radial stress; Resilient deformation
Keywords: تغییر شکل دائمی; Asphalt pavement; Permanent deformation; Field core; Repeated load test; Flow number
Keywords: تغییر شکل دائمی; Cementitiously treated/stabilized soil; Weak subgrade; Repeated load triaxial test; Resilient modulus; Permanent deformation
Keywords: تغییر شکل دائمی; Asphalt mixture; Nano-TiO2; Permanent deformation; Fatigue life;
Keywords: تغییر شکل دائمی; Waste engine oil residues; FT-IR; Rheological properties; DSR; Permanent deformation; Fatigue damage; Low-temperature stiffness
Keywords: تغییر شکل دائمی; Hot mix asphalt; LTOA; Recycled asphalt pavement; RAP; Fatigue; ATR-FTIR spectroscopy; Atomic force microscopy; IDT; Stiffness modulus; Permanent deformation
Keywords: تغییر شکل دائمی; Waste Polyethylene Terephthalate; Modified asphalt mixture; Permanent deformation; Stress level; Temperature;
Keywords: تغییر شکل دائمی; Additives; Tensoactives; Wax; Zeolite; Permanent deformation; Fatigue;
Keywords: تغییر شکل دائمی; Asphalt mixtures; Moisture sensitivity; Permanent deformation; Dynamic creep test;
Keywords: تغییر شکل دائمی; Plate load; Permanent deformation; Resilient deformation; Resilient modulus
Keywords: تغییر شکل دائمی; Triaxial testing; Permanent deformation; Viscoelasticity; Hot mix asphalt; Cyclic confining pressure
Experimental study on cement-treated and untreated RAP blended bases: Cyclic plate loading test
Keywords: تغییر شکل دائمی; RAP; reclaimed asphalt pavement; DOT; department of transportation; VA; virgin aggregate; PBC; plant-mix base course; HMA; hot-mix asphalt; ESAL; equivalent single axle load; LVDT; linear variable differential transformers; TL; Turkish Lira; Reclaimed asp
Effect of temperature on deformation properties of unbound granular materials containing fine RAP
Keywords: تغییر شکل دائمی; Unbound granular material; RAP; Permanent deformation; Resilient deformation;
Shakedown analysis of cyclic plastic deformation characteristics of unbound granular materials under moving wheel loads
Keywords: تغییر شکل دائمی; Permanent deformation; Unbound granular materials; Repeated load triaxial test; Stress path loading;
Large Deformation Investigations on 4Â mm MS Plate
Keywords: تغییر شکل دائمی; Impact Perforation; Permanent deformation; Ballistic limit;
Characterization and prediction of permanent deformation properties of unbound granular materials for Pavement ME Design
Keywords: تغییر شکل دائمی; Unbound granular material; Permanent deformation; Performance prediction; Pavement ME Design;
Development of Stress Sweep Rutting (SSR) test for permanent deformation characterization of asphalt mixture
Keywords: تغییر شکل دائمی; Asphalt materials; Rutting; Permanent deformation; TSS; SSR; Flow number;
Thermal stabilization and permanent deformation resistance of LWA/PCM-modified asphalt road surfaces
Keywords: تغییر شکل دائمی; Phase-change materials; Lightweight aggregate; Thermal stabilization; Temperature reduction; Asphalt mixture pavement; Permanent deformation; Asphalt road surfaces;