Correlation Analysis of Flexible Road Pavement Surface Condition and Load Bearing Capacity of Subgrade Soil

Paul Terkumbur Adeke; Ianna Kanyı; Maryam Olawuyi

doi:10.29002/asujse.866010

Araştırma Makalesi

Yıl 2021, , 65 - 77, 30.12.2021

Paul Terkumbur Adeke , Ianna Kanyı Maryam Olawuyi

https://doi.org/10.29002/asujse.866010

Öz

Kaynakça

1. M. A. P. Taylor and M. L. Philip. Investigating the Impact of Maintenance Regimes on the Design Life of Road Pavements in a Changing Climate and the Implications for Transport Policy. Transport Policy, 41 (2015) 117-135. 2. O. S. Abiola, A. O. Owolabi, S. O. Odunfa and A. Olusola. Investigation into Causes of Premature Failure of Highway Pavements in Nigeria and Remedies. In proceedings of the Nigeria Institution of Civil Engineers (NICE) Conference. (2010).
3. P. T. Adeke, A. A Atoo and S. G. Orga. Assessment of Pavement Condition Index: A Case of Flexible Road Pavements on the University of Agriculture Makurdi Campus. Nigerian Journal of Technology. 38:1 (2018) 15-21.
4. Road Sector Development Team. Configuration and Calibration of HDM-4 to Nigeria Conditions, Government of the Federal Republic of Nigeria. Nigeria. (2014) pp. 33.
5. N. J. Garber and L. A. Hoel. Traffic and Highway Engineering, 4th Edition, Cengage Leaning, Canada. (2009).
6. G. Claros, R. F. Carmichael and J. Harvey. Development of Pavement Evaluation Unit and Rehabilitation Procedure for Overlay Design method. Lagos: Texas Research and Development Foundation for the Nigeria Federal Ministry of works and Housing, Nigeria. (1986).
7. F. Salour and S. Erlingsson. Resilient Modulus Modelling of Unsaturated Subgrade Soils: Laboratory Investigation of Silty Sand Subgrade, Road Materials and Pavement Design. 16:3 (2015) 553-568.
8. C.N.V.S. Reddy, N.V.R. Moorthy, Significance of Bearing Capacity of Clayey Subgrade in Flexible Pavement Design. The International Journal of Pavement Engineering, 6:3 (2005) 183-189.
9. H. Soliman and A. Shalaby. Characterising the elastic behaviour of fine-grained subgrade soils under traffic loading. International Journal of Pavement Engineering, 15:8 (2014) 698-707.
10. A. A. Murana. Characterisation of Subgrade Materials from Some Nigerian Sources for use in the Nigeria Empirical-Mechanistic Pavement Analysis and Design System, PhD Thesis, Department of Civil Engineering, Faculty of Engineering, Ahmadu Bello University Zaria, Kaduna State, Nigeria. (2016).
11. Y. H. Huang. Pavement Analysis and Design. Upper Saddle River: Prentice-Hall. (2004).
12. E. Sadrossadat, A. Heidaripanah, and B. Ghorbani. Towards Application of Linear Genetic Programming for Indirect Estimation of the Resilience Modulus of Pavements Subgrade Soils. Road Materials and Pavement Design. 19:1 (2016) 139-153.
13. H. S. Otuoze, Y. D. Amartey, A. Ocholi and A. A. Murana. Effectiveness of Corn Cob Ash (CCA) as Filler in Asphalt Concrete Design, Nigerian Journal of Engineering, Ahmadu Bello University Zaria, Kaduna – Nigeria, 18 (1) (2011) 32 – 39.
14. Federal Ministry of Works. Nigerian General Specifications for Roads and Bridges, Abuja, Nigeria. (2016).
15. H. M. Park, M. K. Chung, Y. A. Lee and B. I Kim. A study on the correlation between soil properties and subgrade stiffness using the long-term pavement performance data, International Journal of Pavement Engineering, 14:2 (2013) 146-153.
16. A. M. Rahim. Subgrade Soil Index Properties to Estimate Resilient Modulus for Pavement Design, The International Journal of Pavement Engineering, 6:3 (2005) 163-169.
17. J. A. Prozzi. Modeling pavement performance by Combining Field and Experimental Data. PhD Thesis, Civil and Environmental Engineering, University of California, Berkeley, USA. (2001).
18. A. A Murana, A. T. Olowosulu and H. S. Otuoze. Minimum Threshold of Monte Carlo Cycles for Nigerian Empirical-Mechanistic Pavement Analysis and Design System. Nigerian Journal of Technology, 31:3 (2012) 321-328.
19. M. Elshaer, M. Ghayoomi and S. Daniel. Impact of subsurface water on Structural performance of Inundated Flexible Pavements. International Journal of Pavement Engineering. 20:8 (2017) 947-957.
20. J. M. Rasul, M. P. N. Burrow and G. S. Ghataora. Consideration of the deterioration of stabilised subgrade soils in analytical road pavement design, Transportation Geotechnics, 9 (2016) 96-109.
21. Google Earth. Google Map Int’l. (2019).
22. R. F. Craig. Craig’s Soil Mechanics, 7th Edition, London, United Kingdom. (2004).
23. ASTM D6433-07. Standard Practice for Road and Parking Lots Pavement Condition Index Survey, American Standard for Testing and Materials, Philadelphia. (2007).
24. BS 1377. Method of Testing Soils for Civil Engineering Purpose. British Standard Institute, BSI, London. (1990).
25. M. D. Braja. Principles of Geotechnical Engineering, 7th Edition, Cengage Learning, Stamford, USA. (2010).
26. AASHTO. Standard Specification for Transportation, Material and Methods of Sampling and Testing. 14th Edition. Amsterdam Association of State Highway and transportation officials Washington D.C. (1986).
27. N. Venkatesh, M. Heeralal and R. J. Pillai. Resilient and Permanent Deformation behaviour of Clayey Subgrade Soil Subjected to Repeated Load Triaxial Tests, European Journal of Environmental and Civil Engineering. 24:9 (2018) 1414-1429.

Correlation Analysis of Flexible Road Pavement Surface Condition and Load Bearing Capacity of Subgrade Soil

Yıl 2021, , 65 - 77, 30.12.2021

Paul Terkumbur Adeke , Ianna Kanyı Maryam Olawuyi

https://doi.org/10.29002/asujse.866010

Öz

Following the continuous deterioration of flexible road pavements on Federal Highways in Northern Nigeria, which in some quarters is attributed to poor structural capacity of the subgrade soil or design and workmanship; this study examined the relationship between the instantaneous surface condition of flexible road pavement and the California Bearing Ratio (CBR) values of the corresponding subgrade soils. An investigation of road surface condition was carried out on 60 km length of the Zaria – Kaduna Federal Highway in Northern Nigeria. Experimental results on the mechanical properties of the corresponding subgrade soils of road segments measured at Chainages were obtained from the Nigeria Federal Ministry of Power, Works and Housing (FMPWH). The primary data used by the study were measured as quantities of surface area distresses along the site which included; cracks, potholes, rutting and edge failure, while secondary data from the FMPWH database included; natural moisture content, maximum dry density, specific gravity, liquid limit, plastic limit, liquidity index, optimum moisture content, California Bearing Ratio (CBR), percent of soil particles passing #200 sieve and AASHTO classification of the subgrade soil. A Pearson correlation analysis between the road pavement surface condition and the CBR value of the subgrade soil at 95% Confidence Level using a 1-tailed statistics for the test hypothesis revealed that, there was no dependency between the pavement surface condition and the corresponding CBR property of the subgrade soil.

Anahtar Kelimeler

Highway Pavement, Subgrade soil, California Bearing Ratio (CBR), Resilience Modulus, Pavement distress

Kaynakça

1. M. A. P. Taylor and M. L. Philip. Investigating the Impact of Maintenance Regimes on the Design Life of Road Pavements in a Changing Climate and the Implications for Transport Policy. Transport Policy, 41 (2015) 117-135. 2. O. S. Abiola, A. O. Owolabi, S. O. Odunfa and A. Olusola. Investigation into Causes of Premature Failure of Highway Pavements in Nigeria and Remedies. In proceedings of the Nigeria Institution of Civil Engineers (NICE) Conference. (2010).
3. P. T. Adeke, A. A Atoo and S. G. Orga. Assessment of Pavement Condition Index: A Case of Flexible Road Pavements on the University of Agriculture Makurdi Campus. Nigerian Journal of Technology. 38:1 (2018) 15-21.
4. Road Sector Development Team. Configuration and Calibration of HDM-4 to Nigeria Conditions, Government of the Federal Republic of Nigeria. Nigeria. (2014) pp. 33.
5. N. J. Garber and L. A. Hoel. Traffic and Highway Engineering, 4th Edition, Cengage Leaning, Canada. (2009).
6. G. Claros, R. F. Carmichael and J. Harvey. Development of Pavement Evaluation Unit and Rehabilitation Procedure for Overlay Design method. Lagos: Texas Research and Development Foundation for the Nigeria Federal Ministry of works and Housing, Nigeria. (1986).
7. F. Salour and S. Erlingsson. Resilient Modulus Modelling of Unsaturated Subgrade Soils: Laboratory Investigation of Silty Sand Subgrade, Road Materials and Pavement Design. 16:3 (2015) 553-568.
8. C.N.V.S. Reddy, N.V.R. Moorthy, Significance of Bearing Capacity of Clayey Subgrade in Flexible Pavement Design. The International Journal of Pavement Engineering, 6:3 (2005) 183-189.
9. H. Soliman and A. Shalaby. Characterising the elastic behaviour of fine-grained subgrade soils under traffic loading. International Journal of Pavement Engineering, 15:8 (2014) 698-707.
10. A. A. Murana. Characterisation of Subgrade Materials from Some Nigerian Sources for use in the Nigeria Empirical-Mechanistic Pavement Analysis and Design System, PhD Thesis, Department of Civil Engineering, Faculty of Engineering, Ahmadu Bello University Zaria, Kaduna State, Nigeria. (2016).
11. Y. H. Huang. Pavement Analysis and Design. Upper Saddle River: Prentice-Hall. (2004).
12. E. Sadrossadat, A. Heidaripanah, and B. Ghorbani. Towards Application of Linear Genetic Programming for Indirect Estimation of the Resilience Modulus of Pavements Subgrade Soils. Road Materials and Pavement Design. 19:1 (2016) 139-153.
13. H. S. Otuoze, Y. D. Amartey, A. Ocholi and A. A. Murana. Effectiveness of Corn Cob Ash (CCA) as Filler in Asphalt Concrete Design, Nigerian Journal of Engineering, Ahmadu Bello University Zaria, Kaduna – Nigeria, 18 (1) (2011) 32 – 39.
14. Federal Ministry of Works. Nigerian General Specifications for Roads and Bridges, Abuja, Nigeria. (2016).
15. H. M. Park, M. K. Chung, Y. A. Lee and B. I Kim. A study on the correlation between soil properties and subgrade stiffness using the long-term pavement performance data, International Journal of Pavement Engineering, 14:2 (2013) 146-153.
16. A. M. Rahim. Subgrade Soil Index Properties to Estimate Resilient Modulus for Pavement Design, The International Journal of Pavement Engineering, 6:3 (2005) 163-169.
17. J. A. Prozzi. Modeling pavement performance by Combining Field and Experimental Data. PhD Thesis, Civil and Environmental Engineering, University of California, Berkeley, USA. (2001).
18. A. A Murana, A. T. Olowosulu and H. S. Otuoze. Minimum Threshold of Monte Carlo Cycles for Nigerian Empirical-Mechanistic Pavement Analysis and Design System. Nigerian Journal of Technology, 31:3 (2012) 321-328.
19. M. Elshaer, M. Ghayoomi and S. Daniel. Impact of subsurface water on Structural performance of Inundated Flexible Pavements. International Journal of Pavement Engineering. 20:8 (2017) 947-957.
20. J. M. Rasul, M. P. N. Burrow and G. S. Ghataora. Consideration of the deterioration of stabilised subgrade soils in analytical road pavement design, Transportation Geotechnics, 9 (2016) 96-109.
21. Google Earth. Google Map Int’l. (2019).
22. R. F. Craig. Craig’s Soil Mechanics, 7th Edition, London, United Kingdom. (2004).
23. ASTM D6433-07. Standard Practice for Road and Parking Lots Pavement Condition Index Survey, American Standard for Testing and Materials, Philadelphia. (2007).
24. BS 1377. Method of Testing Soils for Civil Engineering Purpose. British Standard Institute, BSI, London. (1990).
25. M. D. Braja. Principles of Geotechnical Engineering, 7th Edition, Cengage Learning, Stamford, USA. (2010).
26. AASHTO. Standard Specification for Transportation, Material and Methods of Sampling and Testing. 14th Edition. Amsterdam Association of State Highway and transportation officials Washington D.C. (1986).
27. N. Venkatesh, M. Heeralal and R. J. Pillai. Resilient and Permanent Deformation behaviour of Clayey Subgrade Soil Subjected to Repeated Load Triaxial Tests, European Journal of Environmental and Civil Engineering. 24:9 (2018) 1414-1429.

Toplam 26 adet kaynakça vardır.

Ayrıntılar

Birincil Dil	İngilizce
Konular	Mühendislik
Bölüm	Araştırma Makalesi
Yazarlar	Paul Terkumbur Adeke 0000-0003-2939-8465 Ianna Kanyı 0000-0002-4448-5615 Maryam Olawuyi 0000-0002-5055-8120
Yayımlanma Tarihi	30 Aralık 2021
Gönderilme Tarihi	21 Ocak 2021
Kabul Tarihi	8 Temmuz 2021
Yayımlandığı Sayı	Yıl 2021

Kaynak Göster

APA	Adeke, P. T., Kanyı, I., & Olawuyi, M. (2021). Correlation Analysis of Flexible Road Pavement Surface Condition and Load Bearing Capacity of Subgrade Soil. Aksaray University Journal of Science and Engineering, 5(2), 65-77. https://doi.org/10.29002/asujse.866010

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