Skip to main content

Advertisement

Log in

TES analysis for crushed stone aggregate quarry site selection: the case of limestone terrain around Harer-Dire Dawa towns, Eastern Ethiopia

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

The quality of crushed stone aggregates influences the durability and performance of pavement and concrete as they are the dominant component in the mix. Hence, the selection of a suitable quarry site with the quality source material is essential. Since the quarry site suitability assessment involves various factors, it is more economical to follow a stage-wise suitability assessment approach (i.e., preliminary evaluation and then refinement based on field data). The preliminary evaluation was done using readily available data in the office such as lithology, land use–land cover, proximity to built-up areas, distance to watercourses, distance to existing roads, relative relief, and slope angle. The purpose of the present work is to refine the preliminary limestone crushed stone aggregate suitability map (produced in the preceding work) considering the rock mass quality, slope stability, reserve, depth to groundwater table, and overburden thickness. The required data, such as unconfined compressive strength, rock quality designation, and geometrical properties of discontinuity, were collected during a detailed field survey from preliminary highly and moderately suitable sites. Rock mass classification systems, such as rock mass rating (RMR) and slope mass rating (SMR), were used to assess rock mass quality and slope stability, respectively. The weighting scheme approach is then applied and the ratings assigned to each factor (RMR, SMR, reserve, depth to water table, and overburden thickness) summed up to produce a total estimated suitability (TES) map. The map showed that 40.4% of the preliminary suitable sites are unsuitable, 20.3% moderately suitable, 14.7% highly suitable, and 24.7% most suitable.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8

Similar content being viewed by others

Abbreviations

AHP:

analytical hierarchy process

EPA:

Environmental Protection Authority

GIS:

geographical information systems

GSE:

Geological Survey of Ethiopia

J v :

volumetric joint count

KAT:

kinematic analysis tool

R:

Schmidth hammer

RMR:

rock mass rating system

RQD:

rock quality designation

SMR:

slope mass rating

TES:

total estimated suitability

TESR:

total estimated suitability rating

UCS:

uniaxial compressive strength

α p :

strike of the potential discontinuity plane

α s :

strike of the slope

β f :

slope inclination

β p :

dip of the potential failure plane

ф :

angle of friction

References

  • Adinkrah-appiah K, Kpamma EZ, Nimo-boakye A, Asumadu KT (2016) Annual consumption of crushed stone aggregates in Ghana. J Civil Eng Architect Res 3(10):17291–17737

    Google Scholar 

  • Al-Qadhi A, Janardhana MR (2017) Evaluation of stability of the rock slopes in Taiz City and surrounding areas evaluation of stability of the rock slopes in Taiz City and surrounding areas of Yemen using slope mass rating ( SMR ) system and kinematic analysis technique. Int J Eng Res Appl 7(9):36–54

    Google Scholar 

  • Anbalagan, Sharma, & Raghuvanshi (1992) Rock mass stability evaluation using modified SMR approach. Proceedings of 6th National Symposium on Rock Mechanics, 258-268.

  • Avci KM, Akgün H, Doyuran V (1999) Assessment of rock slope stability along the proposed Ankara-Pozant, autoroad in Turkey. Environ Geol 37(1-2):137–144

    Article  Google Scholar 

  • Aydin A, Basu A (2005) The Schmidt hammer in rock material characterization. Eng Geol 81(1):1–14

    Article  Google Scholar 

  • Ayorinde OO, Mopa B (2014) Preliminary field measurement of the uniaxial compressive strength of migmatite using N-type Schmidt rebound hammer. Int J Eng Sci 3(8):11–17

    Google Scholar 

  • Azimian A (2016) A new method for improving the RQD determination of rock core in borehole. Rock Mech Rock Eng 49(4):1559–1566

    Article  Google Scholar 

  • Bale RB, Bayewu OO, Folorunso IO, Oloruntola MO (2011) Estimation of reserve – overburden ratio of a proposed quarry site using estimation of reserve-overburden ratio of a proposed quarry site using resistivity. Appl Sci Res 7(10):1402–1410

    Google Scholar 

  • Balemwal, A. (1991). Stratigraphy and carbonate microfacies of the Hirna Mesozoic sequence. Msc Thesis, Addis Ababa Univeristy, pp79.

  • Barton N, Choubey V (1977) Shear strength of rock joints in theory and practice. Rock Mech 10:1–54

    Article  Google Scholar 

  • Basahel H, Mitri H (2017) Application of rock mass classification systems to rock slope stability assessment: A case study. J Rock Mech Geotech Eng 9(6):993–1009

    Article  Google Scholar 

  • Bell, F. G. (2007). Engineering Geology, Second Edition, Elsevier Ltd. pp593.

  • Bieniawski ZT (1989) Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering. Wiley-Interscience, pp250.

  • Bieniawski ZT (1993) Classification of rock masses for engineering: the RMR system and future trends. Pennsylvania State University, University Park, PA, USA, pp 553–573

    Google Scholar 

  • Blyth FG, Freiats MH d (1984) A geology for engineers. Elsevier Butterworth-Heinemann London p349

  • Bosellini, A., Russo, A., Assefa, G., (2001). The Mesozoic succession of Dire Dawa, Harar Province, Ethiopia. J Afr Earth Sciences, 32(3) 403-417.

  • Dinku A (2005) The need for standaradization of aggregates for concrete production in Ethiopian construction Industry. International Conference on African Development Archives. Paper 90, 1-15.

  • Ekmekci, M. (1990). Impact of quarries on karst groundwater systems. Hydrogeological Processes in Karst Terrenes (Proceedings of the Antalya Symposium and Field Seminar), IAHS Publ., pp5.

  • Enatfenta M (2007). Impact assessment and restoration of quarry site in urban Environment: the case of Augusta quarry. MSc Thesis, Depatment of Environmental Science, Addis Ababa University, pp94.

  • Geological Survey of Ethiopia (GSE) (2010) Geology of the Harer areas (NC 38/9). Memoir 21:116

    Google Scholar 

  • Geological Survey of Ireland (2004) Quarries and ancillary activities. guidelines for planning authorities, Department of the Environment; Heritage and Local Government, pp46.

  • Goodman RE (1989) Introduction to rock mechanics 2nd edition. University of California at Berkeley. In: pp562

    Google Scholar 

  • Goricki A, Button EA, Schubert W, Pötsch M, Leitner R (2005) The influence of discontinuity orientation on the behaviour of tunnels. Felsbau 23(5):2–18

    Google Scholar 

  • Hoek E, & Bray J (1989). Rock Slopes: design, excavation, stabilization. U.S. Department of Transportation, Research, Development, and Technology Turner-Fairbank Highway Research Center, FHWA-TS-89, pp548.

  • International Finance Coorporation-World Bank Group,(2007). Environmental, health, and safety guidelines for construction materials extraction. 1-13.

  • International Society for Rock Mechanics-ISRM (1981) In: Brown ET (ed) Rock characterization, testing and monitoring. ISRM suggested methods. Pergamon Press, Oxford, p 211

    Google Scholar 

  • International Society for Rock Mechanics-ISRM (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci Geomech Abstr 15:319–368

    Article  Google Scholar 

  • Jadaa, & Othman (2017). Discontinuities study in Injana formation in the northeastern limb of Pulkhana anticline/Northeast Iraq. Int J Curr Res Acad Rev, 5(8), 51-59.

  • Jose Renato de Castro Pessoa, Domínguez JS, Wilson RE, Charles V d S, de Carvalho G, de Assis JT (2015) Calculation of percentage of coarse aggregate present in concrete using processing of digital images obtained with a commercial scanner. J Chem Chem Eng 9(2):136–139

    Article  Google Scholar 

  • Ketema T (1982) Geological investigations for the construction of a drift for a dynamite store in the dire dawa area. Ministry of Mines and Energy, EIGS. Note No.176, pp13.

  • Langer, W. H., Drew, L. J., & Sachs, J. S. (2004). Aggregate and the environmet-production, construction and reclamation. AGI Environmental Awareness Series, pp68.

  • Langer, W. H., & Knepper, D. H. J. (1995). Geologic Characterization of natural aggregate: a field geologist’s guide to natural aggregate resource assessment. US Department of the Interior, US Geological Survey: Open File Report 95-582, pp37.

  • Langer WH, Tucker ML (2003) Specification aggregate quarry expansion-a case study demonstrating sustainable management of natural aggregate resources. USGS, Science for a Changing World:1–11

  • Lucian C, Wangwe EM (2013) The usefulness of rock quality designation (RQD) in determining strength of the rock. International Refereed Journal of Engineering and Science (IRJES) 2(9):36–40

    Google Scholar 

  • MacDonald AM, & Bonsor HC (2011). An initial estimate of depth to groundwater across Africa, groundwater science programme. British Geological Survey, Natural Environment Research Council, Open Report, OR/11/067, pp26.

  • Magnusson MK, Fernlund JMR, Dahlin T (2010) Geoelectrical imaging in the interpretation of geological conditions affecting quarry operations. Bull Eng Geol Environ 69(3):465–486

    Article  Google Scholar 

  • Palmstrom A (2005) Measurements of and correlations between block size and rock quality designation (RQD). Tunnels and Underground Space Technology 20:362–377

    Article  Google Scholar 

  • Pastor JL, Riquelme AJ, Tomas R, Cano M (2019) Clarification of the slope mass rating parameters assisted by SMRTool , an open-source software. Bull Eng Geol Environ 78:6131–6142

    Article  Google Scholar 

  • Raghuvanshi TK (2019) Plane failure in rock slopes-a review on stability analysis techniques. J King Saud Univ Sci 31(1):101–109

    Article  Google Scholar 

  • Raghuvanshi TK, Ibrahim J, Ayalew D (2014) Stability susceptibility evaluation parameter (SSEP) rating scheme-an approach for landslide hazard zonation. J Afr Earth Sci 99:595–612

    Article  Google Scholar 

  • Regessa B, Raghuvanshi TK, Kebede S (2015) Quarry Site Selection and geotechnical Characterization of Ballast Aggregate for Ambo-Ijaji Railway Project in Central Ethiopia: An Integrated GIS and Geotechnical Approach. Eng Geol Soc 6:329–335

    Google Scholar 

  • Robinson GR, Kapo KE, & Raines GL (2004) A GIS Analysis to Evaluate Areas Suitable for Crushed Stone Aggregate Quarries in New England , USA. 13(3), 143-159.

  • Robert MM, Michael JB (1987) Underground limestone mining. Iowa Department of Natural Resources 12:1–3

    Google Scholar 

  • Romana M (1985) New adjustment ratings for application of Bieniawski classification to slopes. Proceedings of international symposium on the role of rock mechanics. Zacatecas:ISRM, 49-53.

  • Rosenbaum MS, Skene G (1995) Airfield pavement Construction using Basalt Aggregate. Bulletin of the International Association of Engineering Geology, Paris (51):71–79

  • Roslan R, Omar RC, Nor I, Baharuddin Z, & Wahab WA (2019) Application of Slope Mass Rating System In Slope Stability Class Evaluation. (1), 3645-3649.

  • Rowell, D. J. (2010). Aggregate resources inventory of the county of Hastings, southern Ontario,Ontario Geological Survey, Aggregate Resources Inventory Paper 186. 86p.

  • Sadat-noori SM, Ebrahimi K, Liaghat AM (2013) Groundwater quality assessment using the water quality index and GIS in Saveh-Nobaran aquifer , Iran. Environ Earth Sci:1–17

  • Shang J, West LJ, Hencher SR, Zhao Z (2018) Geological discontinuity persistence: implications and quantification. Eng Geol 241(2017):41–54

    Article  Google Scholar 

  • Sharma S, Raguvanshi TK, Anbalagan R (1995) Plane failure analysis of rock slopes: Technical Note. Geotech Geol Eng 13:105–111

    Article  Google Scholar 

  • Singh, B., & Goel, R. K. (2011). Engineering rock mass classification: tunneling, foundations, and landslides. Elsevier Inc. United States of America, pp382.

  • Smith MR (ed. . (1999) Stone:Building stone, rock fill and armourstone in construction, geological society, London. Engineering Geology Special Publication No. 16, pp498.

  • South Pacific Applied Geoscience Commission-SOPAC. (2005). Identification of onshore aggregate quarry sites & prospects for quarry development, Pohnpei Island, federated states of micronesia. SOPAC Technical Report 382, pp48.

  • Tomás R, Cuenca A, Cano M (2012) A graphical approach for slope mass rating (SMR ). Eng Geol 124:67–76

    Article  Google Scholar 

  • Tomás R, Delgado J, Serón JB (2007) Modification of slope mass rating (SMR) by continuous functions. Int J Rock Mech Min Sci 44(7):1062–1069

    Article  Google Scholar 

  • Torabi SR, Ataei M, Javanshir M (2011) Application of Schmidt rebound number for estimating rock strength under specific geological conditions. J Min Environ 1(2):1–8

    Google Scholar 

  • Walle H, Zewde S, Heldal T (2000) Building stone of central and southern Ethiopia: deposits and resource potential. Norges Geologiske Undersøkelse Bulletin 436, N-7491 Trondheim. Norway:175–182

  • Waltham AC (2009) Foundations of engineering geology, Third Edition. Spon Press, Taylor & Francise, London and New York, pp105.

  • Wyllie DC, Mah CW (2004) Rock Slope Engineering. In civil and mining (4th edition), London. In: pp456

    Google Scholar 

  • Yilmaz, I., Marschalko, M., Yildirim, M., Dereli, E., & Bednarik, M. (2012). GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey). Bull Eng Geol Environ, 71, 351-357.

  • Zaruba, Q., & Mencl, V. (1976). Engineering geology. Elsevier Scientific Publishing Company, Amsterdam, The Netherlands, pp498.

  • Zhang L (2005) Engineering properties of Rocks, 1st edition. Elsevier Science Geo-Engineering Book Series 4:p208

    Google Scholar 

  • Zhang L (2016) Determination and applications of rock quality designation ( RQD). J Rock Mech Geotech Eng 8(3):389–397

    Article  Google Scholar 

Download references

Acknowledgements

The authors are thankful for every supports provided by AASTU. We would like to acknowledge Mr. Bonsa Temesgen from East Harerghe Zone Water, Mine, and Energy Bureau for the technical support and assistance during field work.

Author information

Authors and Affiliations

Authors

Contributions

The 1st author has done technical, scientific analysis of the research and developed the manuscript. The 1st co-author read and suggested amendments in the analysis and structure of the manuscript and reviewed the final manuscript. The 2nd and 3rd co-authors reviewed the final manuscript and enhanced the overall quality of the manuscript, including language correction. All authors contributed, read, and approved the final manuscript.

Corresponding author

Correspondence to Leta Gudissa.

Ethics declarations

Ethics approval and consent to participate

This manuscript does not contain any individual person’s data and ethics approval is not required.

Competing interests

The authors declare no competing interests.

Additional information

Responsible Editor: Zeynal Abiddin Erguler

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Gudissa, L., Raghuvanshi, T.K., Meten, M. et al. TES analysis for crushed stone aggregate quarry site selection: the case of limestone terrain around Harer-Dire Dawa towns, Eastern Ethiopia. Arab J Geosci 14, 315 (2021). https://doi.org/10.1007/s12517-021-06614-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-021-06614-5

Keywords

Navigation