Engineering and petrographic properties of meta dolerite aggregates of Kirana Hills of Sargodha, Punjab, Pakistan

Authors

  • Muhammad Nawaz Chaudhry Department of Environmental Sciences and Policy, Lahore School of Economics, Lahore
  • Muzaffar Majid College of Earth and Environmental Sciences, University of the Punjab, Lahore
  • Uzma Ashraf Department of Environmental Sciences and Policy, Lahore School of Economics, Lahore

Keywords:

Dolerites, Engineering properties, Kirana hills, Petrography, Pakistan

Abstract

Kirana, Rabwa and Chiniot areas of the Punjab province, Pakistan has a number of isolated hills jutting out of a flat alluvial plain. These rocks are Upper Proterozoic in age. The exposed volcano-sedimentary sequence is slightly metamorphosed (lower greenschist facies). The dolerites have also undergone auto metasomatic changes. The Kirana Hills are the main resource of aggregate in southern and middle Punjab. These aggregates are used in subbase, base course, in rail ballast, as riprap and for the cement and asphalt concrete. The main lithologies in Kirana Hills are dolerites and rhyolites, lithic greywackes, volcanogenic slates and quartz wackes. This paper deals only with the dolerites and their petrographic composition and engineering properties, as well as adhesion values. The variably auto metasomatized dolerites are now composed of variable amounts of plagioclase, chlorite, calcite and amphibole with quartz, magnetite, hydro mica, K-feldspar, epidote and sphene as subordinate to accessory minerals. Flakiness, Elongation, Specific Gravity, Water Absorption, Soundness, Los Angeles, Aggregate Crushing, Aggregate Impact and Adhesion Values are all within ASTM limits. Therefore, the dolerite aggregates of Kirana area have excellent Engineering Properties. They can also be used for subbase, base course and riprap material. However, quartzites, lithic greywackes, volcanogenic slates and rhyolites which can be used for these purposes are available in the area, therefore dolerites should not be used because they are the only good source of asphalt concrete and especially for the wearing course (since it gives a good road grip and resists polishing) in Punjab province with an area of 205344 km2. Dolerites should be reserved for cement and asphalt concrete. Petrographic studies show that dolerites do not have Alkali-Silica Reaction Potential and are hydrophobic and can be used for cement as well as asphalt concrete. This area has total estimated 3097.3 million tons of reserves of all types of aggregates. The aggregate resource map of this important area is being presented for publication for the first time.

References

Alam, G.S., 1987. Geology of Kirana Hills, District Sargodha Punjab 1 Pakistan GSP., Quetta Pakistan, 2 (1),1-37.

Alam, G.S., Jaleel, A., Ahmad, R., 1992. Geology of the Kirana Area, District Sargodha, Punjab. Pakistan. Acta Mineralogica Pakistanica, 6, 93-100.

American Society for Testing Material C 4791.Standard Test Method for flakiness and elongation in coarse aggregate.

American Society for Testing Materials C 128-93. Test Method for specific gravity and water absorption of coarse aggregate.

American Society for Testing Materials C 295-85 1985. Standard Practice for Petrographic Examination of Aggregate for Concrete. Annual Book of ASTM Standards ASTM, Concrete and Mineral Aggregates, Section 4, C-295-85, 4(2), 221-232.

American Society for Testing Materials C 33-90, 1989. Test Method for Los Angeles of coarse aggregate. American Society for Testing Materials C 3665-99. Test Method for random sampling of construction material.

American Society for Testing Materials C 88-90, 1989. Test Method for Soundness of Aggregates by Use of Sodium Sulfate.

Bhushan, S. K., 1999. Neoproterozoic Magmatism in Rajasthan; Proc. Seminar on Geology of Rajasthan: Status and Perspective, MLS University Udaipur, 101-110.

British Standard Institution BS 5750: Quality Assurance.

British Standard Institution BS 812 Part 110: Testing aggregates for aggregate

British Standard Institution BS 812 Part 112: Testing aggregates for aggregate

Chaudhry, M.N., Ahmed, S.A., Mateen, A., 1999. Some postulates on the tectonomagmatism, tectonostratigraphy and economic potential of Kirana-Malani- Basin Indo-Pakistan, Pakistan Journal of Hydrocarbon Research, Islamabad, Pakistan, 11, 52-68.

Chaudhry, M.N., Khan, Z.K., 1993. Engineering Geological mapping and quarry development for sub-base and base concrete. Unpublished Report for Daewoo Pvt., Ltd. crushing value.

Dhir, R.K., Ramsay, D.M., Balfour, N., 1997. A study of the aggregate impact and crushing value tests, Journal of the Institute of Highway Engineers, 17-27.

Dolan, P., Edgar, D.C., Sherlin, B.J., 1987. Pakistan, regional geology and petroleum exploration potential-dolan and associates, non exclusive report, London.

Fookes, P.G., Gourley, C.S., Ohkere, C., 1988. Rock Weathering in Engineering Time. The Quarterly Journal of Engineering Geology, British, 21,45-78.

Hussain, S., Khan, M. A., 2017. CPEC; A Roadmap of Region's Development. FWU Journal of Social Sciences, 11(2), 51-59.

Jamieson, I.L., Mouthrop, J.S., Jones, D.R., 1995. SHRP Results on binder aggregate adhesion and resistance to stripping, asphalt yearbook 1995, Institute of Asphalt Technology, United Kingdom.

Kandhal, P. S., Parker, F., 1998. Aggregate tests related to asphalt concrete performance in pavements, Research Report 405, National Cooperative Highway Research Program, National Research Council, Washington, DC.

Khan, Z. K., 2000. Study of the Geology of Kirana group, Central Punjab and evaluation of its utilization and economic potential as aggregate, Ph. D. Thesis, Institute of Geology, University of the Punjab, Lahore, 1-209.

Khan, Z. K., Chaudhry, M. N., 1991. Engineering, geological and petrographic evaluation of metadolerites of Buland Hills and Chak 123 Quarries of Kirana Hills, district, Sargodha, Pakistan, Kashmir Journal of Geology, 8-9, 181-184.

Kochhar, N., 1998. Malani igneous suite of rocks, Journal of Geological Society, India, 51, 1-120.

Kochhar, N., 1999. A comparative study of the Malani Representatives of the Tusham Hills (Haryana, India) and Kirana Hills (Pakistan), Proc. 3rd South Asia Geological Congress, Lahore, Pakistan.

Kochhar, N., 2000. Attributes and significance of the A-type Malanimagmatism, Northernwestern Penisular India., In: M. Deb (Ed), Crustal Evolution and Metallogeny in the Northwestern Indian Shield. New Delhi, 515, 158-188.

Kochhar, N., 1984. Malani igneous suite: hotspot magmatism and cratonization of the Northern Part of Indian Sheild. Journal of Geological Survey of India, 25 (3), 5-161.

Lees, G., Salehi, M., 1967. Orientation of particles with special reference to bituminous paving materials. National Academy for Science and Natural Resources Council, Highway Research Record, 272, 63-75.

Mielenz, R.C., 1994. Petrographic evaluation of concrete aggregates, In American Society of Testing and Materials, Concrete and Concrete-Making Materials. ASTM International. Neville, A.M. 1981. Properties of Aggregates, Pitman Book Limited.

Neville, A.M., 2000. Properties of Concrete. Pearson Education Asia Ltd. Edinburgh U.K., 4th ed., 844.

Robertson, R.E., 2000. Transportation research circular 499, chemical properties of asphalts and their effects on pavement performance, TRB, National Research Council.

Shah, S.M.I., 1977. Stratigraphy of Pakistan, Geological Survey of Pakistan, Memoir, 12: 138.

Shah, S.M.I., 1973. Occurrence of gold in the Kirana group, Sargodha (Punjab), Pakistan, Inform Release, Geological Survey of Survey, Quetta, Pakistan, 68, 1-14.

Smith, M.R., Collis, L., 1993 Aggregates—sand, gravel and crushed rock aggregates for construction purposes, The Geological Society, London, 2nd ed., 199-224.

Terrel, R.L., Shute, J.W., 1989. Summary report on water sensitivity, SHRP-A/IR 89-003.

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Published

2021-03-31

How to Cite

Chaudhry, M. N., Majid, M., & Ashraf, U. (2021). Engineering and petrographic properties of meta dolerite aggregates of Kirana Hills of Sargodha, Punjab, Pakistan. Journal of Himalayan Earth Sciences, 54(1), 1-10. Retrieved from http://ojs.uop.edu.pk/jhes/article/view/1792

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