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Fazal-E-Jalal,
- Stabilization of Medium Expansive Soils in Pakistan Using Marble Industrial Waste and Bagasse Ash
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Authors
Affiliations
1 Department of Civil Engineering, COMSATS, Abbottabad-22010, PK
2 Department of Civil Engineering, University of Engineering and Technology, Peshawar-25000, PK
3 National Institute of Urban Infrastructure Planning, University of Engineering and Technology-25000, PK
4 Civil and Environmental Engineering Department, King Faisal University, SA
1 Department of Civil Engineering, COMSATS, Abbottabad-22010, PK
2 Department of Civil Engineering, University of Engineering and Technology, Peshawar-25000, PK
3 National Institute of Urban Infrastructure Planning, University of Engineering and Technology-25000, PK
4 Civil and Environmental Engineering Department, King Faisal University, SA
Source
International Journal of Earth Sciences and Engineering, Vol 10, No 4 (2017), Pagination: 885-891Abstract
This paper reports an investigation of suitability of industrial and agricultural waste (i.e. marble waste and bagasse ash) on the geotechnical properties of medium expansive soils, located across Kohat city, of Khyber Pakhtunkhwa Pakistan. As most part of Pakistan falls in semi-arid zone, the geology and climatic conditions in Kohat produce widespread distribution of swelling clays. Such soils possesses a variety of undesirable characteristics i.e. immensely affect the pavements, boundary walls, slab-on-grade members and other infrastructure. Soil samples were collected, cataloged, subjected to multitude of geotechnical tests and submitted to anti-expansive treatment using prescribed percentages of stabilizers. The investigation includes chemical analysis i.e. X-Ray Diffraction (XRD) Analysis, Scanning Electron Microscopy (SEM), X-Ray Fluorescence (XRF) tests, and evaluation of geotechnical properties such as moisture-density relationships, Atterberg limits, unconfined compressive strength, swell pressure and free swell. When blended with both stabilizer materials, the compatibility and strength characteristics are improved and plasticity is significantly reduced. From the viewpoint of economy, blending of soil using 4-6% bagasse ash and/or 8-10% marble industrial waste is recommended. This paper summarizes the results of identification, characterization and stabilization techniques to eliminate the expansively of swelling soils.Keywords
Expansive Soil, Stabilization of Soils, XRD, SEM, Marble Industrial Waste, Bagasse Ash.Full Text
References
- Seco, A., Ramirez, F., Miqueleiz, L. and Garcia, B., Stabilization of expansive soils for use in construction. Applied Clay Science, 2011, 51, 348-352.
- Buhler, R.L. and Cerato, A.B., Stabilization of oklahoma expansive soils using lime and class c fly ash. ASCE Geotechnical Special Publication, 2007, 162, 1-10.
- Al-Rawas, A.A., Hago, A. and Al-Sarmi, H., Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from oman. Building and Environment, 2005, 40, 681-687.
- Nalbantoglu, Z., Effectiveness of class c fly ash as an expansive soil stabilizer. Construction and Building Materials, 2004, 18, 377-381.
- Aiban, S.A., Compressibility and swelling characteristics of al-khobar palygorskite, eastern saudi arabia. Engineering geology, 2006, 87, 205-219.
- Dash, S.K. and Hussain, M., Lime stabilization of soils: Reappraisal. Journal of materials in civil engineering, 2011, 24, 707-714.
- Mehmood, E., Ilyas, M. and Farooq, K., Gsp 211. 2011.
- Ene, E. and Okagbue, C., Some basic geotechnical properties of expansive soil modified using pyroclastic dust. Engineering Geology, 2009, 107, 61-65.
- Katti, R., Kulkarni, U., Katti, A. and Kulkarni, R., Stabilization of embankment on expansive soil—a case study. In Experimental and Applied Modeling of Unsaturated Soils (ed. (eds., ASCE, pp 181-189.
- Puppala, A., Hoyos, L., Viyanant, C. and Musenda, C., Gsp 112. 2001.
- Petry, T.M. and Little, D.N., Review of stabilization of clays and expansive soils in pavements and lightly loaded structures-history, practice, and future. Journal of Materials in Civil Engineering, 2002.
- Ali, L. and Zafar, Z., Construction on expansive soils in semi arid zone. In Instrumentation, Testing, and Modeling of Soil and Rock Behavior (ed. ^(eds., ASCE, pp 256-263.
- Cokca, E., Stabilization of expansive soils using waste marble dust. MIDDLE EAST TECHNICAL UNIVERSITY.
- Phani Kumar, B. and Sharma, R.S., Effect of fly ash on engineering properties of expansive soils. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130, 764-767.
- Mujtaba, H., Farooq, K., Sivakugan, N. and Das, B.M., Correlation between gradational parameters and compaction characteristics of sandy soils. International Journal of Geotechnical Engineering, 2013, 7, 395-401.
- Farooq, K., Engineering characteristics of expansive soils in pakistan. M. Sc. Thesis, University of Engineering and Technology, Lahore, Pakistan.
- Basha, E., Hashim, R., Mahmud, H. and Muntohar, A., Stabilization of residual soil with rice husk ash and cement. Construction and Building Materials, 2005, 19, 448-453.
- Shamrani, M., Mutaz, E., Puppala, A. and Dafalla, M., Characterization of problematic expansive soils from mineralogical and swell characterization studies. American Society for Civil Engineers (ASCE), geotechnical special publication (GSP) no, 2010, 199, 793-802.
- Akram, T., Memon, S.A. and Obaid, H., Production of low cost self compacting concrete using bagasse ash. Construction and Building Materials, 2009, 23, 703-712.
- Standard, A., D4318–10 (2010).“. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils,” ASTM International.
- Chen, L., Du, Y.-J., Liu, S.-Y. and Jin, F., Evaluation of cement hydration properties of cement-stabilized lead-contaminated soils using electrical resistivity measurement. Journal of Hazardous, Toxic, and Radioactive Waste, 2010, 15, 312-320.
- D-04, A., Standard test method for unconfined compressive strength of compacted soil-lime mixtures. Astm Int'L.
- Seda, J.H., Lee, J.C. and Carraro, J.A.H., Beneficial use of waste tire rubber for swelling potential mitigation in expansive soils. Geotechnical Special Publication, 2007, 172.