Parameters Affecting the Efficiency of Red Gravel Soils as Road Construction Material
International Journal of Civil Engineering |
© 2018 by SSRG - IJCE Journal |
Volume 5 Issue 6 |
Year of Publication : 2018 |
Authors : Gopalakrishnan Vaidyanathan, P.V.V Satyanarayana, V.Brahmam, P.S.Naidu |
How to Cite?
Gopalakrishnan Vaidyanathan, P.V.V Satyanarayana, V.Brahmam, P.S.Naidu, "Parameters Affecting the Efficiency of Red Gravel Soils as Road Construction Material," SSRG International Journal of Civil Engineering, vol. 5, no. 6, pp. 6-9, 2018. Crossref, https://doi.org/10.14445/23488352/IJCE-V5I6P102
Abstract:
North Coastal Districts of Andhra Pradesh is a rapid industrial and fast developing area in which lot of infrastructural activities are going on. Red gravel zones are the prominent soil areas in this region known for various construction activities related to foundation bases, road component layer and fill materials etc. In this occasion to improve the structural stability and durability it is necessary to understand the behaviour of existing soils. In the pavement investigation 28 number of gravel soils and their engineering characterization have been identified with respect to their utilization in civil engineering construction activities.
Keywords:
Red gravel, Utilization, Stability, Foundation.
References:
[1] Gourley C.S. and Greening, P.A.K. (1997) , “ Use of Sub-standard Laterite Gravels as Road Base Materials in Southern Africa”, International Symposium on Thin Pavements, Surface Treatments and Unbound Roads, University of New Brunswick, Canada.
[2] Ministry of surface transport MORTH, clause N0.500-2001
[3] Nunan, T.A and Humphrey D.N(1990), “ A Review and Experimentation of Gravel Stabilization methods, executive”, Technical services division, Technical report 90-2, Departments of Civil Engineering, University of Maine, Orono, Maine.
[4] NCHRP. (2003). Guide for Mechanic – empirical design of new and rehabilitated pavement structures. National Co-operative Highway Research Program Transportation Research Board National Research Council, Illinois 61820.
[5] Omar, M., Abdallah, S., Adnan Basma and Samer Bakarat (2003), “ Compaction characteristics of granular soils in United Arab Emirates”, Geotechnical and Geological Engineering 21: 283-295, 2003.
[6] Priyani, V.B. (1958) : Road engineering, Second Edition, Charotar Book stall
[7] Pradeep Muley, Jain P.K (2010), “ Experimental studies on utilization of morrum as hard shoulder material”, International Journal of engineering Science and technology. Vol. 2(9), 2010, p. no. 4896-4901.
[8] Patel, A.K., Sathawara Jigar K. (2013), “ Comparision between soaked and unsoaked CBR”, International journal of Advanced engineering research and studies, Vol II, Issue III, p-132 to 135.
[9] Ramana Murthy, V. and Hari Krishna, P. (2003): Influence of Inorganic Additives on Properties of Morrum Soils Used in Pavement Construction, National seminar on Recent Advances in Civil Engineering, KITS – Warangal, pp. II 17-II 23.
[10] Rehman Z.U, Khalid U, Farooq K, Mujtaba H (2017), “ Prediction of CBR values from Index properties of different soils”, Technical journal university of engineering and technology Taxila, Pakistan, Vol. 22 No.II-2017, p-17 to 26.
[11] Satyanarayana, P.V.V, Raghu P, Ashok Kumar R, Pradeep N (2013), “ Performance of Crusher Dust in High plastic gravels as road construction material”, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), vol.10, pp:1-5
[12] Satyanarayana, P.V.V, Raghu P, Ashok Kumar R, Pradeep N (2013), “ Utilization of Crusher dust Stabilized Gravels as Sub-base materials”, International Journal of Engineering Research and Technology (IJERT), vol-2, Issue 11. Pp:4034-4046
[13] IS 2720 Part XIII 1985 Direct Shear Test
[14] IS 2720:Part 4: 1985 Methods of Test for Soils-Part 4:Grain Sieve Analysis
[15] IS 2720: Part 16 : 1987 Methods of Test for Soil-Part 16: Laboratory Determination of CBR