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Devika Babu, M.V.L.R. Anjaneyulu
Pág. 63 - 70
This paper aims to explore the work activity participation decision of workers in Calicut city, Kerala, India. Several work related travel patterns are identified from the activity-travel data of the study population. Modelling is done considering the pr...
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N.M. Jesna, M.V.L.R. Anjaneyulu
Pág. 107 - 115
Current highway geometric design practices are based on the concept of design speed and consider all the variables as deterministic. But behaviour of road users is unpredictable and there is always an element of uncertainty in the behaviour of drivers. I...
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I.C. Athira, C.P. Muneera, K. Krishnamurthy, M.V.L.R. Anjaneyulu
Pág. 116 - 123
Value of travel time (VOT) is one of the key inputs to travel demand models and is important for management and appraisal of transport investment decisions. The value of travel time can be defined as the price people are willing to pay to acquire an addi...
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M. Sivakumar, M.V.L.R. Anjaneyulu
Pág. 124 - 133
Fatigue cracking is the significant distress caused due to the repetitive axle loads combined with environmental conditions on flexible pavement surface. Commonly bituminous concrete used as surface course mixes produced with unmodified bitumen a viscoel...
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M.G. Sreelekha, K. Krishnamurthy, M.V.L.R. Anjaneyulu
Pág. 253 - 262
A good road transport system can bring several benefits to a developing country since transportation is an engine for economic and social progress. The huge developmental cost of the transport system demands effective utilisation, which can be attained o...
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P.C. Lila, M.V.L.R. Anjaneyulu
Pág. 418 - 427
People travel to perform various activities at different places and different times of the day. Information and communication technology (ICT) empowers people with virtual accessibility to a wide range of activities obviating the need of physical travel ...
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K. Remya Varma, A. Padmarekha, M.V.L.R. Anjaneyulu, J. Murali Krishnan
Pág. 567 - 575
In this study, four point beam tests were conducted on bituminous mixture sample pertaining to Bituminous Concrete (BC) grade II as per MORTH specification. The samples were produced using unmodified binder and modified binders. Two types of modified bin...
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