In today’s era, bituminous mixes are often used in pavement construction globally. Design of these pavements is a multi-step process of choosing binders and aggregate materials and quantifying them to provide a suitable mix taking into the effect of external factors such as traffic loading and climatic conditions. As the traffic intensity is exponentially increasing and the variation in temperature is rising, the need to think of an alternative solution for improvement of pavement characteristics has cropped up. These problems have a damaging effect on the preferred properties of bituminous pavement, such as flexibility, resistance to fatigue, resistance to rutting and raveling. It is caused by gradual build-up of irrecoverable strains under repeated loading, which develop into a measurable rut (permanent depression along the wheel path). These strains are due to the visco-elastic response of bituminous materials to dynamic loading. Unmodified bitumen lacks the balance between the visco-elastic response and the increase of the traffic volume. Therefore, binders were modified to face the load and weather challenges.
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In today's era, bituminous mixes are often used in pavement construction globally. Design of these pavements is a multi-step process of choosing binders and aggregate materials and quantifying them to provide a suitable mix taking into the effect of external factors such as traffic loading and climatic conditions. As the traffic intensity is exponentially increasing and the variation in temperature is rising, the need to think of an alternative solution for improvement of pavement characteristics has cropped up. These problems have a damaging effect on the preferred properties of bituminous pavement, such as flexibility, resistance to fatigue, resistance to rutting and raveling. It is caused by gradual build-up of irrecoverable strains under repeated loading, which develop into a measurable rut (permanent depression along the wheel path). These strains are due to the visco-elastic response of bituminous materials to dynamic loading. Unmodified bitumen lacks the balance between the visco-elastic response and the increase of the traffic volume. Therefore, binders were modified to face the load and weather challenges. 168 pp. Englisch. N° de réf. du vendeur 9786200534941
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Vendeur : moluna, Greven, Allemagne
Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Kanoungo Dr. AbhishekDr. Abhishek KanoungoAssistant Professor, Department of Civil Engineering, Chitkara University, Himachal Pradesh, India, obtained Master degree from P.E.C., Chandigarh. Dr. Varinder S. KanwarVice Chancellor of Ch. N° de réf. du vendeur 385662219
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In today's era, bituminous mixes are often used in pavement construction globally. Design of these pavements is a multi-step process of choosing binders and aggregate materials and quantifying them to provide a suitable mix taking into the effect of external factors such as traffic loading and climatic conditions. As the traffic intensity is exponentially increasing and the variation in temperature is rising, the need to think of an alternative solution for improvement of pavement characteristics has cropped up. These problems have a damaging effect on the preferred properties of bituminous pavement, such as flexibility, resistance to fatigue, resistance to rutting and raveling. It is caused by gradual build-up of irrecoverable strains under repeated loading, which develop into a measurable rut (permanent depression along the wheel path). These strains are due to the visco-elastic response of bituminous materials to dynamic loading. Unmodified bitumen lacks the balance between the visco-elastic response and the increase of the traffic volume. Therefore, binders were modified to face the load and weather challenges. N° de réf. du vendeur 9786200534941
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -In today's era, bituminous mixes are often used in pavement construction globally. Design of these pavements is a multi-step process of choosing binders and aggregate materials and quantifying them to provide a suitable mix taking into the effect of external factors such as traffic loading and climatic conditions. As the traffic intensity is exponentially increasing and the variation in temperature is rising, the need to think of an alternative solution for improvement of pavement characteristics has cropped up. These problems have a damaging effect on the preferred properties of bituminous pavement, such as flexibility, resistance to fatigue, resistance to rutting and raveling. It is caused by gradual build-up of irrecoverable strains under repeated loading, which develop into a measurable rut (permanent depression along the wheel path). These strains are due to the visco-elastic response of bituminous materials to dynamic loading. Unmodified bitumen lacks the balance between the visco-elastic response and the increase of the traffic volume. Therefore, binders were modified to face the load and weather challenges.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 168 pp. Englisch. N° de réf. du vendeur 9786200534941
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Vendeur : Buchpark, Trebbin, Allemagne
Etat : Hervorragend. Zustand: Hervorragend | Sprache: Englisch | Produktart: Bücher | In today¿s era, bituminous mixes are often used in pavement construction globally. Design of these pavements is a multi-step process of choosing binders and aggregate materials and quantifying them to provide a suitable mix taking into the effect of external factors such as traffic loading and climatic conditions. As the traffic intensity is exponentially increasing and the variation in temperature is rising, the need to think of an alternative solution for improvement of pavement characteristics has cropped up. These problems have a damaging effect on the preferred properties of bituminous pavement, such as flexibility, resistance to fatigue, resistance to rutting and raveling. It is caused by gradual build-up of irrecoverable strains under repeated loading, which develop into a measurable rut (permanent depression along the wheel path). These strains are due to the visco-elastic response of bituminous materials to dynamic loading. Unmodified bitumen lacks the balance between the visco-elastic response and the increase of the traffic volume. Therefore, binders were modified to face the load and weather challenges. N° de réf. du vendeur 36033183/1
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Vendeur : Mispah books, Redhill, SURRE, Royaume-Uni
paperback. Etat : New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book. N° de réf. du vendeur ERICA82362005349426
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