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Correlation Between Physiomechanical Parameters and Geotechnical Evaluations of Some Sandstones Along the Calabar/Odukpani–Ikom–Ogoja Highway Transect, Southeastern Nigeria

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Abstract

Sandstones are present in enormous quantity in parts of south-eastern Nigeria. However, engineering data for project design and construction are unavailable for these sandstones, which serve as aggregates and foundation for many infrastructures. Besides, it is expensive and time consuming to perform direct tests in the field to generate these data. This work presents an engineering evaluation for some of sandstones based on relatively simple and cheap tests and relationship. The aim was to determine compressive strength, Young’s modulus, density, porosity and water absorption. These physio-mechanical parameters were then used to establish relationships. On the basis of these relationships, an evaluation scheme was developed. The parameters with good relations were used to develop predictive equations for estimating uniaxial compressive strength. Evaluation of sandstones from south-eastern Nigeria showed variations from not suitable to suitable as construction materials. Practically, field observations showed no adverse effects on buildings and roads where these sandstones have been used for construction as foundations and aggregates.

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References

  • Adeleye DR, Fayose EA (1978) Stratigraphy of the type section of Awi Formation, Odukpani area, southern Nigeria. Niger J Min Geol 15:35–37

    Google Scholar 

  • Akram M, Bakar MZA (2007) Correlation between UCS and PLI for Salt-Range Rocks. Pakistan J Eng Appl Sci 1:1–8

    Google Scholar 

  • Amajor LC (1987) The Eze-Aku sandstone ridges (Turonian) of southeastern Nigeria: a reinterpretation of their depositional origin. Niger J Min Geol 23:17–26

    Google Scholar 

  • Anon (1977) The description of rock masses for engineering purposes. Engineering Group Working Party Report. Q J Eng Geol 10:355–388

    Article  Google Scholar 

  • Anon (1979) Classification of rocks and soils for engineering geological mapping. Part 1 Rock and soil materials. Bull Int Assoc Eng Geol 19:364–371

    Article  Google Scholar 

  • ASTM (American Society for Testing and Materials) (1980) Annual Book of ASTM Standards-Natural Building Stones: Soil and Rock, Part 19. ASTM Publication Office, Philadelphia

    Google Scholar 

  • ASTM (American Society for Testing and Materials) (1999) Annual Book of ASTM Standards- Construction: Building seals and sealants; Fire standards; Dimension stone, vol 0407. ASTM Publication Office, West Conshohocken

    Google Scholar 

  • Baek H, Kim D-M, Kim K, Choi Y-S, Kang S-S, Kang J-S (2013) Correlation between UCS and PLS index of the Pungchon Limestone, Korea. Geophysical Research Abstracts 15: EGU 2013-2451

  • Bell FG (1978a) Petrographical factors relating to porosity and permeability of Fell sandstone. Q J Eng Geol 11(2):113–126

    Article  Google Scholar 

  • Bell FG (1978b) The physical and mechanical properties fo Fell sandstones, Northumberland, England. Eng Geol 12:1–29

    Article  Google Scholar 

  • Bell FG (2007) Engineering Geology. Butterworth-Heinemann an imprint of Elsevier, India

    Google Scholar 

  • Bell FG, Lindsay P (1999) The petrographic and geomechanical properties of some sandstones from the Newspaper Member of the Natal Group near Durban, South Africa. Eng Geol 53:57–81

    Article  Google Scholar 

  • Bieniawski ZT (1975) Point load test in geotechnical practice. Eng Geol 9:1–11

    Article  Google Scholar 

  • Broch E, Franklin JA (1972) The point load strength test. Int J Rock Mech Min Sci 1(4):669–697

    Article  Google Scholar 

  • Brown CE (1998) Applied multivariate statistics in geohydrology and related sciences. Springer, Berlin

    Book  Google Scholar 

  • BS (British Standard Institution) BS 812–1(1975) Methods for sampling and testing of mineral aggregates, Sands and Fillers - Part 2: Methods of determination of physical properties, British Standards Institution. Committee: RDE/5. Superseded p 24

  • Cargill JA, Shakoor A (1990) Evaluation of empiral methods for measuring the the UCS of rock. Int J Rock Mech Min Sci Geomech Abstr 27:495–503

    Article  Google Scholar 

  • Chen H, Hu Z-Y (2003) Some factors affecting the unaxial strength of weak sandstones. Bull Eng Geol Env 62:323–332

    Article  Google Scholar 

  • Davis JC (1986) Statistics and data analysis in Geology, 2nd edn. John Wiley and Sons, New York

    Google Scholar 

  • Deere DU, Miller RP (1966) Engineering classification and index properties for intact rocks. Tech. Report Airforce Weapons Lab., New Mexico, No AFNL-TR, pp 65–116

  • Dullien FAL (1992) Porous Media. Academic Press, Fluid Transport and Pore Structure, p 1992

    Google Scholar 

  • Ebong UE (1989) The sedimentology of the Cretaceous highway transect from the Calabar flank across the Mamfe embayment. Unpublished M.Sc. thesis, University of Calabar, Nigeria

  • Edet A (1992) Physical properties and indirect estimation of microfractures using Nigerian carbonate rocks as examples. Eng Geol 33:71–80

    Article  Google Scholar 

  • Ekwueme BN, Nyong EE, Petters SW (1995) Geological excursion guide book to Oban massif, Calabar Flank and Mamfe Embayment, Southeastern Nigeria. Decford Publishers Ltd, Calabar

    Google Scholar 

  • Essien NU, Edet AE (2000) Mineralogy of clay components of the Mfamosing Limestone, SE Nigeria. Global J Pure Appl Sci 7(4):683–687

    Google Scholar 

  • Esu EO, Edet AE, Teme SC, Okereke CS (1994) A study of some Nigerian carbonate rocks for the building construction industry. Eng Geol 37:271–283

    Article  Google Scholar 

  • Fahy MP, Guccione MJ (1979) Estimating strength of sandstones using petrographic thin section data. Bull Int Assoc Eng Geol 16(4):467–485

    Google Scholar 

  • Farah R (2011) Correlations between index properties and unconfined compressive strength of weathered Ocala Limestone. University of North Florida (UNF) Theses and Dissertations Paper 142. http://digitalcommons.unf.edu/etd/142

  • Folk RL (1974) Petrology of Sedimentary rocks. Hemphill Publishing Company, Austin, p 125

    Google Scholar 

  • Franklin JA (1985) Suggested method for determining point load strength. Int J Rock Mech Min Sci Geomech Abstr 22:51–60

    Article  Google Scholar 

  • Ghosh DK, Srivastava M (1991) Point load strength: an index for classification of rock material. Bull Int Assoc Eng Geol 44:27–33

    Article  Google Scholar 

  • Goodman RE (1980) Introduction to Rock Mechanics, 2nd edn. John Wiley, New York, p 478

    Google Scholar 

  • Grasso P, Xu S, Mahtab A (1992) Problems and promises of index testing of rocks. In: Proceedings of the 33rd US symposium on rock mechanics, Balkema, Rotterdam, pp 879–888

  • Gunsallus KL, Kulhawy FH (1984) A comparative evaluation of rock strength measures. Int J Rock Mech Min Sci Geomech Abstr 21:233–248

    Article  Google Scholar 

  • Hamrol A (1961) A quantitative classification of weathering and weatherability of rocks. In: Proceedings, 5th international conference on soil mechanics and foundation engineering, p 771

  • Hoque M (1977) Petrographic differentiation of tectonically controlled sedimentary cycles, southeastern Nigeria. Sed Geol 17:235–245

    Article  Google Scholar 

  • Iloeje NP (2001) A new geography of Nigeria. New Revised Edition, Longman

    Google Scholar 

  • ISRM (International Society for Rock Mechanics) (1979) Commission on Standardization of Laboratory and Field tests, suggested methods for determining water content, porosity, density, absorption and related properties and swelling and slake durability properties. Int J Rock Mech Min Sci 16:148–156

    Google Scholar 

  • ISRM (International Society for Rock Mechanics) (1981) Rock Chracterization, Testing and Mointoring. In: Brown ET (ed) ISRM Suggested Methods. Pergamon, Oxford

    Google Scholar 

  • JahanGer ZK (2013) Correlation between point load index and very low uniaxial compressive strength of some Iraqi rocks. Aust J Basic Appl Sci 7(7):216–229

    Google Scholar 

  • Jeng FS, Weng MC, Lin ML, Huang TH (2004) Influence of petrographic parameters on geotechnical properties of tertiary sandstones from Taiwan. Eng Geol 73:71–91

    Article  Google Scholar 

  • Jumikis AR (1983) Rock Mechanics. Gulf Publishing Company, Houston, p 613

    Google Scholar 

  • Kohno M, Maeda H (2011) Estimate of uniaxial compressive strength of hydrothermally altered rocks from northeastern Hokkaido, Japan based on axial point load strength tests results. Int J JCRM 7(1):17–23

    Google Scholar 

  • Koukis G, Sabatakakis N, Papanakli S (2007) Laboratory testing properties of sandstones Bull Geological Society of Greece XXXX. In: Proceedings of the 11th international congress, Athens

  • Mubiayi MP (2013) Characterisation of sandstones: mineralogy and physical properties. In: Proceedings of the world congress on engineering, vol III, July 3–5, 2013, London, UK

  • Nazir R, Momeni E, Armaghani DJ, Amin MFM (2013) Correlation between unconfined compressive strength and indirect tensile strength of limestone rock samples. EJGE 18:1737–1746

    Google Scholar 

  • Onodera TF, Asoka KHM (1980) Relation between texture and mechanical properties of crystalline rocks. Bull Int Assoc Eng Geol 22:173–177

    Google Scholar 

  • Petters SW (1982) Central West African Cretaceous-Tertiary Benthic Foraminifera and Stratigraphy. Paleontologr A 179:1–104

    Google Scholar 

  • Petters SW, Okereke CS, Nwajide CS (1987) Geology of the Mamfe Rift, sotheastern Nigeria. In: Matheis G, Schandelmerer H (eds) Current Research in African Earth Sciences. Balkema, Rotterdam, pp 299–302

    Google Scholar 

  • Pettijohn FJ (1975) Sedimentary rocks, 3rd edn. Harper and Row Pub, New York

    Google Scholar 

  • Quane SL, Russel JK (2003) rock strength as a metric of welding intensity in pyroclastic deposits. Eur J Min 15:855–864

    Article  Google Scholar 

  • Reyment RA (1965) Aspects of geology of Nigeria. Ibadan University Press, Ibadan, p 145

    Google Scholar 

  • Rusnak J, Mark C (2000) Using the point load test to determine the UCS of coal. In: 19th Ground control conference in mining, West Virginia University, pp 362–371

  • Shakoor A, Bonelli RE (1991) Relationships between petrographic characteristics, engineering index properties and mechanical properties of selected sandstones. Bull Int Assoc Eng Geol XXVIII(1):55–71

    Google Scholar 

  • Shalabi FI, Cording EJ, Al-Hattamleh OM (2007) Estimation of rock engineering properties using hardness tests. Eng Geol 90:138–147

    Article  Google Scholar 

  • Sheraz AM, Emad MZ, Shahzad M, Arshad SM (2014) Relation between uniaxial compressive strength, point load index and sonic wave velocity for dolerite. Pakistan J Sci 66(1):60–66

    Google Scholar 

  • Tugrul A, Zarif IH (1999) Correlation of mineralogical and textural charateristics with engineering properties of selected granitic rocks from Turkey. Eng Geol 51:303–317

    Article  Google Scholar 

  • Turk N, Dearman WR (1985) A correlation equation on the influence of length-to-diameter ratio on the uniaxial compressive strength of rocks. Eng Geol 22:293–300

    Article  Google Scholar 

  • Ulusay R, Türeli K, Ider MH (1994) Prediction of engineering properties of a selected litharenite sandstone from its petrographic characteristics using correlation and multivariate statistical techniques. Eng Geol 37:135–157

    Article  Google Scholar 

  • Vasarhelyi B (2003) Some observations regarding the strength and deformability of sandstones in dry and saturated conditions. Bull Eng Geol Env 62:245–249

    Article  Google Scholar 

  • Xu S, Grasso P, Mahtab A (1990) Use of Schmidt hammer for estimating mechanical properties of weak rock. In: 6th International IAEG congress. Balkema, Rotterdam, pp 511–519

  • Yilmaz I, Sendir H (2002) Correlation of Schmidt hardness with unconfined compressive strength and Young´s modulus in gypsum from Sivas (Turkey). Eng Geol 66:211–219

    Article  Google Scholar 

  • Zorlu K, Gokceoglu Ocakoglu F, Nefeslioglu HA, Acikalin S (2008) Prediction of uniaxial compressive strength of sandstones using petrography-based models. Eng Geol 96:141–158

    Article  Google Scholar 

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Acknowledgements

The author is grateful to the German Academic Exchange Service (DAAD), Bonn for providing fellowship and field equipment for part of this study.

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Correspondence to Aniekan Edet.

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Edet, A. Correlation Between Physiomechanical Parameters and Geotechnical Evaluations of Some Sandstones Along the Calabar/Odukpani–Ikom–Ogoja Highway Transect, Southeastern Nigeria. Geotech Geol Eng 36, 135–149 (2018). https://doi.org/10.1007/s10706-017-0311-z

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